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

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Structure Number: 160978,  Location: 0.5 M N IL 72 (Lat: 42.043183,  Lng: -88.030633),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 91,979 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WOODFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160979,  Location: 0.5 M N IL 72 (Lat: 42.043047,  Lng: -88.030658),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 91,979 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WOODFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16098,  Location: 1 M N IL 72 (Lat: 42.050700,  Lng: -88.029128),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 69,400 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 216,197 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 58 (GOLF RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 12,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 66.4m (217.8ft),  Out-to-Out Width: 71.3m (233.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160981,  Location: 1.2 M S IL 72 (Lat: 42.019819,  Lng: -88.031258),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 156,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 212,077 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.072,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.8m (160.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 89.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160982,  Location: 1.0 M S IL 58 (Lat: 42.036828,  Lng: -88.031061),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 54,400 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 80,546 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 72 (HIGGINS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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: 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,  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: 160983,  Location: 1.0 M N IL 58 (Lat: 42.036800,  Lng: -88.031061),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 54,400 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 80,546 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 72 (HIGGINS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 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: 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,  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: 161227,  Location: 0.4M E OF PLUM GROVE (Lat: 42.039906,  Lng: -88.052914),  Route carried "on" structure: State highway 72,  Year Built: 1930,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 45,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,454 (year 2032),  Features Intersected: TRIB OF W BR SALT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.056,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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 2020

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Structure Number: 162557,  Location: 0.6 M W ROSELLE RD (Lat: 41.997547,  Lng: -88.091936),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 46,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,467 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MITCHELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Better than present minimum 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162558,  Location: 0.6 M W ROSELLE RD (Lat: 41.997547,  Lng: -88.091936),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 46,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,467 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MITCHELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162559,  Location: 0.5 M W ROSELLE RD (Lat: 41.997447,  Lng: -88.090328),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 48,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,467 (year 2032),  Design Load: HS 20,  Features Intersected: RR - CP SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16256,  Location: 0.5 M W ROSELLE RD (Lat: 41.997447,  Lng: -88.090328),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 48,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,467 (year 2032),  Design Load: HS 20,  Features Intersected: RR - SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  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: 44.4 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: 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162568,  Location: 1.1 M W ROSELLE RD (Lat: 41.997142,  Lng: -88.102161),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 46,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,459 (year 2032),  Features Intersected: WRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: Better than present minimum 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162569,  Location: 1.1 M W ROSELLE RD (Lat: 41.997169,  Lng: -88.101508),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 46,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,459 (year 2032),  Features Intersected: WRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16257,  Location: 1.5 M W ROSELLE RD (Lat: 41.996803,  Lng: -88.109981),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 43,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,458 (year 2032),  Features Intersected: RODENBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.848,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162571,  Location: 1.5 M W ROSELLE RD (Lat: 41.996842,  Lng: -88.109042),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 43,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,853 (year 2032),  Features Intersected: RODENBERG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.929,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,208,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,812,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162576,  Location: RAMP WB EOH TO SB (Lat: 41.994469,  Lng: -88.122208),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,472 (year 2032),  Design Load: HS 20,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: IL 390 WB TO SB GA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 20345040,  Subroute: 70),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 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: High priority of corrective action,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162587,  Location: EAST OF WISE RD (Lat: 41.995161,  Lng: -88.118769),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 32,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: SPRINGINGSGUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162588,  Location: EAST OF WISE RD (Lat: 41.995236,  Lng: -88.118614),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 32,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: SPRINGINGSGUTH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 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: Superior 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162589,  Location: EAST OF WISE RD (Lat: 41.994372,  Lng: -88.121536),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 8,446 (year 2032),  Design Load: HS 20,  Features Intersected: IL 390 EOH & RAMP,  Facility Carried by Structure: IL 390 WB TO SB GA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 20345040,  Subroute: 10),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 63.5m (208.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16259,  Location: EAST OF WISE RD (Lat: 41.992178,  Lng: -88.121861),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 4,000 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,725 (year 2032),  Design Load: HS 20,  Features Intersected: IL 390 EB 2 SPRNGGTH,  Facility Carried by Structure: GARY NB TO IL 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 20345040,  Subroute: 50),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 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: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.41m (40.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $2,618,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162591,  Location: SOUTH OF WISE RD (Lat: 41.996183,  Lng: -88.116100),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 32,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: IL 19 (IRVING PK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,371,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,057,000,  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: 162592,  Location: SOUTH OF WISE RD (Lat: 41.996172,  Lng: -88.116144),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 32,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: IL 19 (IRVING PK)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 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: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,332,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,998,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162656,  Location: 0.3 M N IL 62 (Lat: 42.073819,  Lng: -88.043892),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 15,600 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,746 (year 2032),  Features Intersected: SALT CREEK,  Facility Carried by Structure: MEACHAM-PLUM GROVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.262,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 41.8 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163217,  Location: 0.5 MI S. SCHAUMBURG (Lat: 42.018525,  Lng: -88.045706),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 20,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,617 (year 2032),  Design Load: HS 20,  Features Intersected: Salt Creek,  Facility Carried by Structure: FAU-2585 Meacham R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.506,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 165002,  Location: 0.5 M W MEACHAM P22 (Lat: 42.028272,  Lng: -88.055964),  Route carried "on" structure: Other road ,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 26,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,780 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CR,  Facility Carried by Structure: SCHAUMBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.339,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 166206,  Location: .1 M W Plum Grove Rd (Lat: 42.060867,  Lng: -88.061794),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,050 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,500 (year 2032),  Design Load: HS 20,  Features Intersected: W Br. of Salt Creek,  Facility Carried by Structure: Commerce Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166207,  Location: .14 M W National Pr. (Lat: 42.035833,  Lng: -88.053156),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,000 (year 2032),  Features Intersected: Trib W Br of Salt Cr,  Facility Carried by Structure: Thacker Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 166596,  Location: 0.1Mi E of Braintree (Lat: 42.015742,  Lng: -88.109422),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 425 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 421 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W. Br. DuPage River,  Facility Carried by Structure: Cambridge Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Other

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Structure Number: 166597,  Location: .1M E. of Cornell (Lat: 42.009261,  Lng: -88.113211),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 421 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W. Br. DuPage River,  Facility Carried by Structure: Syracuse Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 166803,  Location: 450 FT S IL 58 (Lat: 42.046083,  Lng: -88.126056),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 3,075 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,010 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB OF POPLAR CREEK,  Facility Carried by Structure: WALNUT LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.3m (7.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021

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Structure Number: 16965,  Location: 2.7 M W IL 53 (Lat: 42.064211,  Lng: -88.079294),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 33,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,982 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-90,  Facility Carried by Structure: Roselle Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.136,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.4 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: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169651,  Location: 0.9 M W IL 53 (Lat: 42.059522,  Lng: -88.045103),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 15,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,080 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-90,  Facility Carried by Structure: Meachem Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 30.9m (101.4ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.7m (222.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169652,  Location: 0.9 M W IL 53 (Lat: 42.059394,  Lng: -88.045114),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 15,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,080 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-90, WB CD RD,  Facility Carried by Structure: Meachem Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 47.3m (155.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.4 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: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160978,  Location: 0.5 M N IL 72 (Lat: 42.042931,  Lng: -88.030828),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 3%,  Features Intersected: WOODFIELD RD,  Facility Carried by Structure: I-290 SB & IL 53
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 160979,  Location: 0.5 M N IL 72 (Lat: 42.042867,  Lng: -88.030119),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 3%,  Features Intersected: WOODFIELD RD,  Facility Carried by Structure: I-290 NB & IL 53
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.097,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: 16098,  Location: 1 M N IL 72 (Lat: 42.050700,  Lng: -88.029128),  Route carried "under" structure: State highway 58,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 29,100 (year 2021),  Truck Traffic: 3%,  Features Intersected: IL 58 (GOLF RD),  Facility Carried by Structure: I-290 & IL 53
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 19.698,  Lanes on structure: 12,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 160982,  Location: 1.0 M S IL 58 (Lat: 42.036769,  Lng: -88.031067),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 26,400 (year 2021),  Truck Traffic: 6%,  Features Intersected: IL 72 (HIGGINS RD),  Facility Carried by Structure: I-290 SB & IL 53
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 156.907,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.3m (135.5ft)

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Structure Number: 160983,  Location: 1.0 M N IL 58 (Lat: 42.036692,  Lng: -88.030714),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 26,400 (year 2021),  Truck Traffic: 6%,  Features Intersected: IL 72 (HIGGINS RD),  Facility Carried by Structure: I-290 NB & IL 53
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 156.939,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.3m (135.5ft)

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Structure Number: 162557,  Location: 0.6 M W ROSELLE RD (Lat: 41.996169,  Lng: -88.091817),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2018),  Truck Traffic: 12%,  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 162558,  Location: 0.6 M W ROSELLE RD (Lat: 41.996022,  Lng: -88.091814),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 2018),  Truck Traffic: 12%,  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 162568,  Location: 1.1 M W ROSELLE RD (Lat: 41.997161,  Lng: -88.101731),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,150 (year 2018),  Truck Traffic: 22%,  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 162569,  Location: 1.1 M W ROSELLE RD (Lat: 41.997481,  Lng: -88.101719),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,150 (year 2018),  Truck Traffic: 22%,  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 16257,  Location: 1.5 M W ROSELLE RD (Lat: 41.996692,  Lng: -88.109472),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2018),  Truck Traffic: 6%,  Features Intersected: RODENBERG RD,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 162571,  Location: 1.5 M W ROSELLE RD (Lat: 41.996978,  Lng: -88.109475),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2018),  Truck Traffic: 6%,  Features Intersected: RODENBERG RD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 162576,  Location: RAMP WB EOH TO SB (Lat: 41.995250,  Lng: -88.119319),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2018),  Truck Traffic: 4%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: IL 390 WB TO SB GA
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 7.805,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 162587,  Location: EAST OF WISE RD (Lat: 41.995017,  Lng: -88.119311),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2018),  Truck Traffic: 4%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 7.837,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)

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Structure Number: 162588,  Location: EAST OF WISE RD (Lat: 41.995164,  Lng: -88.119317),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2018),  Truck Traffic: 4%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 7.821,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)