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


  • National Bridge Inventory (NBI) Statistics
  • 44Number of bridges
  • 235m771ftTotal length
  • $4,430,000Total costs
  • 1,686,900Total average daily traffic
  • 138,185Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Schaumburg
  • No street view available for this location

New bridges - Historical Statistics

  • 21930-1939
  • 111960-1969
  • 61970-1979
  • 11980-1989
  • 231990-1999
  • 12010-2015

Reconstructed bridges - Historical Statistics

  • 31970-1979
  • 01980-1989
  • 41990-1999
  • 12000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 160676,  Location: 0.9 M W ILL 53 P22 (Lat: 42.059519,  Lng: -88.044831),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,950 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,080 (year 2032),  Design Load: HS 20,  Features Intersected: I-90,  Facility Carried by Structure: MEACHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 72.9 metric tons,  Inventory Rating: 45.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160978,  Location: 0.5 M N IL 72 (Lat: 42.043156,  Lng: -88.030244),  Route carried "on" structure: Other road 290,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 68,150 (year 2014),  Truck Traffic: 10%,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Inventory Rating: 34.3 metric tons,  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: April 14,  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: 42.043019,  Lng: -88.030272),  Route carried "on" structure: Other road 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 68,150 (year 2014),  Truck Traffic: 10%,  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: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Inventory Rating: 38.9 metric tons,  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: May 13,  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: 42.050711,  Lng: -88.028661),  Route carried "on" structure: Other road 290,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 67,900 (year 2014),  Truck Traffic: 20%,  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: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Inventory Rating: 27.5 metric tons,  Structural Evaluation: Equal to 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: April 14,  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: 42.022753,  Lng: -88.030981),  Route carried "on" structure: Other road 290,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 183,600 (year 2014),  Truck Traffic: 8%,  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,  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,  Inventory Rating: 51.5 metric tons,  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: May 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160982,  Location: 1.0 M S IL 58 (Lat: 42.036928,  Lng: -88.030700),  Route carried "on" structure: Other road 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 63,050 (year 2014),  Truck Traffic: 11%,  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: Very good,  Operating Rating: 76.8 metric tons,  Inventory Rating: 46.0 metric tons,  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: March 15,  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: 42.036808,  Lng: -88.030703),  Route carried "on" structure: Other road 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 63,050 (year 2014),  Truck Traffic: 11%,  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: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.8 metric tons,  Inventory Rating: 46.0 metric tons,  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: March 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160996,  Location: 0.2 M N BIESTERFIELD (Lat: 42.022939,  Lng: -88.030978),  Route carried "on" structure: Other road 290,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 183,600 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 212,077 (year 2032),  Design Load: HS 20,  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.055,  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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 69.3 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13
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Structure Number: 161227,  Location: 0.4M E OF PLUM GROVE (Lat: 42.039883,  Lng: -88.052742),  Route carried "on" structure: Other road 72,  Year Built: 1930,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 52,700 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,454 (year 2032),  Features Intersected: TRIB OF W BR SALT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.008,  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,  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: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  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: September 14
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Structure Number: 162568,  Location: 1.1 M W ROSELLE RD (Lat: 41.990000,  Lng: -88.100000),  Route carried "on" structure: Other road 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 69,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,459 (year 2032),  Features Intersected: WRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Very good,  Substructure: Very good,  Operating Rating: 62.2 metric tons,  Inventory Rating: 36.9 metric tons,  Structural Evaluation: Equal to present desirable 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: Febuary 15,  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: 41.990000,  Lng: -88.100000),  Route carried "on" structure: Other road 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 69,000 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,459 (year 2032),  Features Intersected: WRIGHT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.913,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Very good,  Operating Rating: 62.2 metric tons,  Inventory Rating: 36.9 metric tons,  Structural Evaluation: Equal to present desirable 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: Febuary 15,  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: 41.990000,  Lng: -88.100000),  Route carried "on" structure: Other road 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 65,200 (year 2014),  Truck Traffic: 6%,  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,  Owner: State Highway Agency,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Inventory Rating: 38.9 metric tons,  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: March 15,  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: 41.990000,  Lng: -88.100000),  Route carried "on" structure: Other road 390,  Year Built: 1992,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 65,200 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,853 (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,  Owner: State Highway Agency,  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: Very good,  Operating Rating: 65.8 metric tons,  Inventory Rating: 39.5 metric tons,  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: March 15,  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: 2,400 (year 2006),  Truck Traffic: 8%,  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),  Owner: State Highway Agency,  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: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Inventory Rating: 38.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  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: 8,200 (year 2006),  Truck Traffic: 12%,  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),  Owner: State Highway Agency,  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Inventory Rating: 35.6 metric tons,  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: May 13,  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: 7,500 (year 2006),  Truck Traffic: 12%,  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),  Owner: State Highway Agency,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.5 metric tons,  Inventory Rating: 46.0 metric tons,  Structural Evaluation: Equal to present desirable 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: May 13,  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: 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: 11,950 (year 2014),  Truck Traffic: 8%,  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,  Inventory Rating: 41.8 metric tons,  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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 163001,  Location: 2.7 M W ILL 53 P22 (Lat: 42.064194,  Lng: -88.079469),  Route carried "on" structure: Other road ,  Year Built: 1975,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 30,700 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,982 (year 2032),  Features Intersected: I-90,  Facility Carried by Structure: ROSELLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.136,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 74.2 metric tons,  Inventory Rating: 44.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 1.28m (4.20ft),  Average Daily Traffic: 20,500 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,617 (year 2032),  Design Load: H 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: MEACHAM ROAD
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: 12.2m (40.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 11,  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: 42.028325,  Lng: -88.056042),  Route carried "on" structure: Other road ,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25,300 (year 2014),  Truck Traffic: 5%,  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: Satisfactory,  Culverts: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14
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Structure Number: 166206,  Location: .1 M W Plum Grove Rd (Lat: 42.060000,  Lng: -88.060000),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,500 (year 2012),  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,  Number Of Approach Spans: -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: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 12,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 166207,  Location: .14 M W National Pr. (Lat: 42.030000,  Lng: -88.050000),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,500 (year 2012),  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: Fair,  Culverts: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 12
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Structure Number: 166559,  Location: .01 MI E S BRAINTREE (Lat: 42.015994,  Lng: -88.109603),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 400 (year 2010),  Average Future Daily Traffic: 421 (year 2032),  Features Intersected: W BR DUPAGE RIVER,  Facility Carried by Structure: CAMBRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.9m (9.5ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: December 13,  Other Special Inspection Date: December 13,  Deck Structure Type: Other
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Structure Number: 166803,  Location: 450 FT S IL 58 (Lat: 42.040000,  Lng: -88.120000),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,100 (year 2014),  Truck Traffic: 5%,  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: Excellent,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 12
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Structure Number: 160676,  Location: 0.9 M W ILL 53 P22 (Lat: 42.059519,  Lng: -88.044831),  Route carried "under" structure: Other road 90,  Year Built: 1975,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 148,400 (year 2013),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: MEACHAM RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 108.467,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 160978,  Location: 0.5 M N IL 72 (Lat: 42.042903,  Lng: -88.030522),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 14,800 (year 2014),  Truck Traffic: 1%,  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: 42.042869,  Lng: -88.030169),  Route carried "under" structure: Other road ,  Year Built: 1969,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 14,800 (year 2014),  Truck Traffic: 1%,  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: 42.050711,  Lng: -88.028661),  Route carried "under" structure: Other road 58,  Year Built: 1969,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 7%,  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: 42.036806,  Lng: -88.031225),  Route carried "under" structure: Other road 72,  Year Built: 1969,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 52,700 (year 2013),  Truck Traffic: 8%,  Features Intersected: IL 72 (HIGGINS RD),  Facility Carried by Structure: I-290 SB & IL 53
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 15.681,  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: 42.036639,  Lng: -88.030478),  Route carried "under" structure: Other road 72,  Year Built: 1969,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 34,300 (year 2013),  Truck Traffic: 13%,  Features Intersected: IL 72 (HIGGINS RD),  Facility Carried by Structure: I-290 NB & IL 53
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 156.875,  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: 4.61m (15.12ft),  Average Daily Traffic: 200 (year 1998),  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,  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: 4.61m (15.12ft),  Average Daily Traffic: 200 (year 1998),  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,  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: 5.04m (16.54ft),  Average Daily Traffic: 3,150 (year 2014),  Truck Traffic: 12%,  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,  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: 41.997475,  Lng: -88.101719),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 3,150 (year 2014),  Truck Traffic: 12%,  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,  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: -88.109417),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 1,000 (year 2011),  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,  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: 41.996981,  Lng: -88.109447),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 1,000 (year 2011),  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,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.9m (12.8ft)

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Structure Number: 162576,  Location: RAMP WB EOH TO SB (Lat: 41.995308,  Lng: -88.119322),  Route carried "under" structure: Other road ,  Year Built: 1994,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 11,600 (year 2014),  Truck Traffic: 6%,  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,  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: 4.21m (13.81ft),  Average Daily Traffic: 11,600 (year 2014),  Truck Traffic: 6%,  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,  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: 4.21m (13.81ft),  Average Daily Traffic: 11,600 (year 2014),  Truck Traffic: 6%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 7.821,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.1m (131.6ft)

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Structure Number: 162589,  Location: EAST OF WISE RD (Lat: 41.992511,  Lng: -88.122231),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 2,850 (year 2006),  Truck Traffic: 6%,  Features Intersected: IL 390 EOH & RAMP,  Facility Carried by Structure: IL 390 WB TO SB GA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.5m (208.3ft)

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Structure Number: 16259,  Location: EAST OF WISE RD (Lat: 41.993022,  Lng: -88.121328),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 2,850 (year 2006),  Truck Traffic: 6%,  Features Intersected: IL 390 EB 2 SPRNGGTH,  Facility Carried by Structure: GARY NB TO IL 390
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 5.7m (18.7ft)

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Structure Number: 162591,  Location: SOUTH OF WISE RD (Lat: 41.996369,  Lng: -88.116028),  Route carried "under" structure: Other road 19,  Year Built: 1992,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 7%,  Features Intersected: IL 19 (IRVING PK),  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 13.711,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 162592,  Location: SOUTH OF WISE RD (Lat: 41.996514,  Lng: -88.116417),  Route carried "under" structure: Other road 19,  Year Built: 1992,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 24,800 (year 2013),  Truck Traffic: 7%,  Features Intersected: IL 19 (IRVING PK),  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.663,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 163001,  Location: 2.7 M W ILL 53 P22 (Lat: 42.063769,  Lng: -88.079469),  Route carried "under" structure: Other road 90,  Year Built: 1975,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 148,400 (year 2013),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: ROSELLE RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 105.554,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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