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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 51
Total length: 353 meters (1,158ft)
Total costs: $2,618,000
Total average daily traffic: 1,941,088
Total average daily truck traffic: 122,650
National Bridge Inventory (NBI) Registered Bridges for Schaumburg
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New bridges - Historical Statistics

  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 12
  • 1970-1979: 7
  • 1980-1989: 1
  • 1990-1999: 28
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 3
  • 1980-1989: 1
  • 1990-1999: 3
  • 2000-2009: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 16067604311,  Location: 0.9 M W ILL 53 P22 (Lat: 42.059519,  Lng: -88.044831),  Route carried "on" structure: Other road 2585,  Year Built: 1975,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 36,000 (year 2010),  Truck Traffic: 4%,  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: 6.838,  Lanes on structure: 6,  Lanes under structure: 8,  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: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: July 10,  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: 16097826094,  Location: 0.5 M N IL 72 (Lat: 42.042900,  Lng: -88.030522),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 89,300 (year 2009),  Truck Traffic: 8%,  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: 1.480,  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: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 16097926093,  Location: 0.5 M N IL 72 (Lat: 42.042867,  Lng: -88.030150),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 89,300 (year 2009),  Truck Traffic: 8%,  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: 1.496,  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: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16098026092,  Location: 1 M N IL 72 (Lat: 42.050708,  Lng: -88.028667),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 209,900 (year 2009),  Truck Traffic: 5%,  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: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 16098126097,  Location: 1.2 M S IL 72 (Lat: 42.022758,  Lng: -88.030983),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 205,900 (year 2009),  Truck Traffic: 7%,  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: 4.071,  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: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16098226098,  Location: 1.0 M S IL 58 (Lat: 42.036808,  Lng: -88.031233),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 78,200 (year 2009),  Truck Traffic: 9%,  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: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16098326096,  Location: 1.0 M N IL 58 (Lat: 42.036639,  Lng: -88.030486),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 78,200 (year 2009),  Truck Traffic: 9%,  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: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16099626095,  Location: 0.2 M N BIESTERFIELD (Lat: 42.022944,  Lng: -88.030978),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 205,900 (year 2009),  Truck Traffic: 7%,  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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 11
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Structure Number: 16122744086,  Location: 0.4M E OF PLUM GROVE (Lat: 42.039881,  Lng: -88.052742),  Route carried "on" structure: State highway 72,  Year Built: 1930,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 21,800 (year 2011),  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: 154.979,  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,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 10
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Structure Number: 16255730593,  Location: 0.6 M W ROSELLE RD (Lat: 41.997542,  Lng: -88.091614),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 37,800 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,934 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.644,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Good,  Substructure: Very good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16255830594,  Location: 0.6 M W ROSELLE RD (Lat: 41.997506,  Lng: -88.091047),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 37,800 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,934 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.693,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16255930595,  Location: 0.5 M W ROSELLE RD (Lat: 41.997422,  Lng: -88.090108),  Route carried "on" structure: Other road 345,  Year Built: 1994,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 37,800 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,934 (year 2032),  Design Load: HS 20,  Features Intersected: RR - CP SPUR,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.773,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  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: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16256030596,  Location: 0.5 M W ROSELLE RD (Lat: 41.997353,  Lng: -88.089553),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 37,800 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 38,934 (year 2032),  Design Load: HS 20,  Features Intersected: RR - SPUR,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.821,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  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: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16256530597,  Location: .8M E OF US 20 (Lat: 41.990469,  Lng: -88.125300),  Route carried "on" structure: Other road 345,  Year Built: 1993,  Status: Open,  Structure Length: 46.89m (153.84ft),  Average Daily Traffic: 17,100 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: RR - METRA, WETLANDS,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.732,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16256630598,  Location: .8 M E OF US 20 (Lat: 41.990858,  Lng: -88.124803),  Route carried "on" structure: Other road 345,  Year Built: 1993,  Status: Open,  Structure Length: 42.78m (140.35ft),  Average Daily Traffic: 17,100 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: RR - METRA, WETLANDS,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.748,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16256830599,  Location: 1.1 M W ROSELLE RD (Lat: 41.997197,  Lng: -88.101731),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 33,900 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,917 (year 2032),  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.888,  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: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162569306,  Location: 1.1 M W ROSELLE RD (Lat: 41.997483,  Lng: -88.101725),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 33,900 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,917 (year 2032),  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.856,  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: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16257030601,  Location: 1.5 M W ROSELLE RD (Lat: 41.996811,  Lng: -88.109772),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 33,900 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,917 (year 2032),  Features Intersected: RODENBERG RD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.277,  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,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16257630603,  Location: RAMP WB EOH TO SB (Lat: 41.995300,  Lng: -88.119328),  Route carried "on" structure: Ramp Other road 345,  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: ELGINOH WB TO SBGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 5,  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,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16258730604,  Location: EAST OF WISE RD (Lat: 41.995008,  Lng: -88.119311),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 17,100 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.440,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16258830605,  Location: EAST OF WISE RD (Lat: 41.995156,  Lng: -88.119317),  Route carried "on" structure: Other road 345,  Year Built: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 17,100 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 20,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.424,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  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: Good,  Substructure: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16258930656,  Location: EAST OF WISE RD (Lat: 41.993081,  Lng: -88.121825),  Route carried "on" structure: Ramp Other road 345,  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: ELGIN-OHARE & RAMP,  Facility Carried by Structure: ELGINOH WB TO SBGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 1,  Lanes under structure: 6,  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: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16259030657,  Location: EAST OF WISE RD (Lat: 41.993019,  Lng: -88.121336),  Route carried "on" structure: Ramp Other road 345,  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: ELGIN EB TO SPRNGGTH,  Facility Carried by Structure: GARY NB 2 EB ELGIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 1,  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,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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 11,  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: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1626563066,  Location: 0.3 M N IL 62 (Lat: 42.073822,  Lng: -88.043894),  Route carried "on" structure: Other road 2585,  Year Built: 1997,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 18,200 (year 2010),  Truck Traffic: 5%,  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: 5.261,  Lanes on structure: 2,  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: 22.6m (74.1ft),  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: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1630010421,  Location: 2.7 M W ILL 53 P22 (Lat: 42.063761,  Lng: -88.079464),  Route carried "on" structure: Other road 364,  Year Built: 1975,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 19,400 (year 2010),  Truck Traffic: 5%,  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: 11.134,  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: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16321714453,  Location: 0.5 MI S. SCHAUMBURG (Lat: 42.018525,  Lng: -88.045708),  Route carried "on" structure: Other road 2585,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,900 (year 2010),  Truck Traffic: 3%,  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: 11.504,  Lanes on structure: 4,  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: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 16500204458,  Location: 0.5 M W MEACHAM P22 (Lat: 42.028322,  Lng: -88.056044),  Route carried "on" structure: Other road 1322,  Year Built: 1936,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 4%,  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: 14.336,  Lanes on structure: 4,  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,  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10
Structure Number: 16655844822,  Location: 0.1 MI E OF CORNELL,  Route carried "on" structure: City street 4154,  Year Built: 1962,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 409 (year 2010),  Average Future Daily Traffic: 421 (year 2032),  Features Intersected: W. BR. DUPAGE RIVER,  Facility Carried by Structure: SYRACUSE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Other
Structure Number: 16655944823,  Location: .01 MI E S BRAINTREE,  Route carried "on" structure: City street 2029,  Year Built: 1962,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 409 (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,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Other
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Structure Number: 16680243589,  Location: 450 FT S IL 58 (Lat: 42.046106,  Lng: -88.126056),  Route carried "on" structure: Other road 2556,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 975 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,004 (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: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 11.7 metric tons,  Inventory Rating: 7.2 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11
Structure Number: 16681045739,  Location: 0.5 MI. W. WISE ROAD,  Route carried "on" structure: City street 4029,  Year Built: 1961,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 509 (year 2009),  Average Future Daily Traffic: 524 (year 2032),  Design Load: HS 20,  Features Intersected: W. BRANCH DUPAGE RIV,  Facility Carried by Structure: S. BRAINTREE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 24 months,  Inspection Date: December 11,  Deck Structure Type: Other
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Structure Number: 22310432155,  Location: 0.5 MI N CENTRAL AV (Lat: 41.989447,  Lng: -88.122175),  Route carried "on" structure: Other road 2561,  Year Built: 1993,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 18,100 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,643 (year 2032),  Design Load: HS 20,  Features Intersected: SOO-METRA RR,  Facility Carried by Structure: GARY AV
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16067604311,  Location: 0.9 M W ILL 53 P22 (Lat: 42.059519,  Lng: -88.044831),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 157,100 (year 2009),  Truck Traffic: 6%,  Features Intersected: I-90,  Facility Carried by Structure: MEACHAM RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 108.447,  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: 16097826094,  Location: 0.5 M N IL 72 (Lat: 42.042900,  Lng: -88.030522),  Route carried "under" structure: Other road 1689,  Year Built: 1969,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 12,900 (year 2010),  Truck Traffic: 6%,  Features Intersected: WOODFIELD RD,  Facility Carried by Structure: I-290 SB & IL 53
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.064,  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: 16097926093,  Location: 0.5 M N IL 72 (Lat: 42.042867,  Lng: -88.030150),  Route carried "under" structure: Other road 1689,  Year Built: 1969,  Structure Length: 5.13m (16.83ft),  Average Daily Traffic: 12,900 (year 2010),  Truck Traffic: 6%,  Features Intersected: WOODFIELD RD,  Facility Carried by Structure: I-290 NB & IL 53
Minimum Vertical Clearance: 4.44m (14.57ft),  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: 16098226098,  Location: 1.0 M S IL 58 (Lat: 42.036808,  Lng: -88.031233),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 43,600 (year 2011),  Truck Traffic: 4%,  Features Intersected: IL 72 (HIGGINS RD),  Facility Carried by Structure: I-290 SB & IL 53
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 156.781,  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: 16098326096,  Location: 1.0 M N IL 58 (Lat: 42.036639,  Lng: -88.030486),  Route carried "under" structure: State highway 72,  Year Built: 1969,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 34,100 (year 2009),  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: 156.845,  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: 16255730593,  Location: 0.6 M W ROSELLE RD (Lat: 41.997542,  Lng: -88.091614),  Route carried "under" structure: City street 4116,  Year Built: 1992,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 209 (year 1998),  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
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: 16255830594,  Location: 0.6 M W ROSELLE RD (Lat: 41.997506,  Lng: -88.091047),  Route carried "under" structure: City street 4116,  Year Built: 1992,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 209 (year 1998),  Features Intersected: MITCHELL BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
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: 16256830599,  Location: 1.1 M W ROSELLE RD (Lat: 41.997197,  Lng: -88.101731),  Route carried "under" structure: Other road 1351,  Year Built: 1992,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 10,009 (year 1998),  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 4.44m (14.57ft),  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: 162569306,  Location: 1.1 M W ROSELLE RD (Lat: 41.997483,  Lng: -88.101725),  Route carried "under" structure: Other road 1351,  Year Built: 1992,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 10,009 (year 1998),  Features Intersected: WRIGHT BLVD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.788,  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: 16257030601,  Location: 1.5 M W ROSELLE RD (Lat: 41.996811,  Lng: -88.109772),  Route carried "under" structure: City street 666,  Year Built: 1992,  Structure Length: 5.44m (17.85ft),  Features Intersected: RODENBERG RD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 4.44m (14.57ft),  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: 16257130602,  Location: 1.5 M W ROSELLE RD (Lat: 41.996797,  Lng: -88.110122),  Route carried "under" structure: City street 666,  Year Built: 1992,  Structure Length: 5.39m (17.68ft),  Features Intersected: RODENBERG RD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 16257630603,  Location: RAMP WB EOH TO SB (Lat: 41.995300,  Lng: -88.119328),  Route carried "under" structure: Other road 2562,  Year Built: 1994,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 15,200 (year 2010),  Truck Traffic: 6%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: ELGINOH WB TO SBGA
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 7.804,  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: 16258730604,  Location: EAST OF WISE RD (Lat: 41.995008,  Lng: -88.119311),  Route carried "under" structure: Other road 2562,  Year Built: 1992,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 15,200 (year 2010),  Truck Traffic: 6%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: ELGIN-OHARE XWAY E
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 7.836,  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: 16258830605,  Location: EAST OF WISE RD (Lat: 41.995156,  Lng: -88.119317),  Route carried "under" structure: Other road 2562,  Year Built: 1992,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 15,200 (year 2010),  Truck Traffic: 6%,  Features Intersected: SPRINGINGSGUTH RD,  Facility Carried by Structure: ELGIN-OHARE XWAY W
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 0.782,  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: 16258930656,  Location: EAST OF WISE RD (Lat: 41.993081,  Lng: -88.121825),  Route carried "under" structure: Ramp Other road 345,  Year Built: 1992,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 2,850 (year 2006),  Truck Traffic: 6%,  Features Intersected: ELGIN-OHARE & RAMP,  Facility Carried by Structure: ELGINOH WB TO SBGA
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: 16258930656,  Location: EAST OF WISE RD (Lat: 41.993081,  Lng: -88.121825),  Route carried "under" structure: Other road 345,  Year Built: 1992,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 34,200 (year 2011),  Truck Traffic: 6%,  Features Intersected: ELGIN-OHARE & RAMP,  Facility Carried by Structure: ELGINOH WB TO SBGA
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 11.118,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.5m (208.3ft)

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Structure Number: 16259030657,  Location: EAST OF WISE RD (Lat: 41.993019,  Lng: -88.121336),  Route carried "under" structure: Ramp Other road 345,  Year Built: 1992,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 2,850 (year 2006),  Truck Traffic: 6%,  Features Intersected: ELGIN EB TO SPRNGGTH,  Facility Carried by Structure: GARY NB 2 EB ELGIN
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: 57.0m (187.0ft)

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Structure Number: 16282834959,  Location: .9M E OF BRRNGTN RD (Lat: 41.988228,  Lng: -88.145000),  Route carried "under" structure: US 20,  Year Built: 2002,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 34,200 (year 2011),  Truck Traffic: 6%,  Features Intersected: US-20 (LAKE ST),  Facility Carried by Structure: SOO RR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 245.131,  Lanes under structure: 4,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1630010421,  Location: 2.7 M W ILL 53 P22 (Lat: 42.063761,  Lng: -88.079464),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 78,550 (year 2009),  Truck Traffic: 6%,  Features Intersected: I-90,  Facility Carried by Structure: ROSELLE RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 105.534,  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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