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

Find on map >>   Show street view

Structure Number: 16055,  Location: 1.3 M N of IL 19 (Lat: 41.992472,  Lng: -88.023947),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 21,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,400 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: I-290,  Facility Carried by Structure: DEVON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220012,  Location: 0.2 M S OF IL 390 (Lat: 41.984689,  Lng: -88.031503),  Route carried "on" structure: State highway 53,  Year Built: 2014,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 14,800 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,300 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.108,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220064,  Location: 0.5 M E OF I-290 (Lat: 41.971139,  Lng: -88.013256),  Route carried "on" structure: State highway 19,  Year Built: 1925,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 12,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,596 (year 2032),  Features Intersected: NORDIC SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.788,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 220091,  Location: 3.5 M W IL 83 (Lat: 41.971869,  Lng: -88.023958),  Route carried "on" structure: State highway 19,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 12,900 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,596 (year 2032),  Design Load: HS 20,  Features Intersected: I-290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.790,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 2021,  Other Special Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 220092,  Location: 1.0 M S OF IL 19 (Lat: 41.961011,  Lng: -88.026803),  Route carried "on" structure: Interstate 290,  Year Built: 1971,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 40,600 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 124,378 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.831,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 220093,  Location: 0.6 M S OF IL 19 (Lat: 41.963975,  Lng: -88.026644),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 81,200 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 248,756 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.509,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Other

Find on map >>   Show street view

Structure Number: 220106,  Location: 1.0 M S OF IL 19 (Lat: 41.961950,  Lng: -88.025492),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 3,050 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,591 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,  Facility Carried by Structure: BLOOMINGDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 220179,  Location: EAST OF ROSELLE RD (Lat: 41.991958,  Lng: -88.046444),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 48,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,222 (year 2032),  Design Load: HS 20,  Features Intersected: MEACHAM/MEDINAH RDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.079,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220189,  Location: 0.7 M S OF IL 19 (Lat: 41.963469,  Lng: -88.031606),  Route carried "on" structure: State highway 53,  Year Built: 2010,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 15,100 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,928 (year 2032),  Features Intersected: SPRINGBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 100.758,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220222,  Location: EAST OF ROSELLE RD (Lat: 41.991958,  Lng: -88.046444),  Route carried "on" structure: State highway 390,  Year Built: 1992,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 48,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 40,222 (year 2032),  Design Load: HS 20,  Features Intersected: MEACHAM/MEDINAH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.079,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220533,  Location: 0.5 M W of I-290 (Lat: 41.988178,  Lng: -88.031544),  Route carried "on" structure: State highway 53,  Year Built: 2014,  Status: Open,  Structure Length: 13.46m (44.16ft),  Average Daily Traffic: 14,800 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,300 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: IL 390 ELGIN-O'HARE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.510,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220534,  Location: AT 1290 ELGIN INTERC (Lat: 41.982283,  Lng: -88.022714),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 64.09m (210.27ft),  Average Daily Traffic: 15,400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-290 & IL 390 EOH,  Facility Carried by Structure: I-290 WB 2 IL 390W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 17,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 80),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220549,  Location: Just E of I290 (Lat: 41.983786,  Lng: -88.018986),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 5.25m (17.22ft),  Average Daily Traffic: 7,300 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-290SB 2 IL 390 EB,  Facility Carried by Structure: I-290 WB TO IL 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 10290Q40,  Subroute: 80),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220556,  Location: 0.04 M S of Devon (Lat: 41.988542,  Lng: -88.024778),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 3,200 (year 2020),  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: IL 390WB TO I-290SB,  Facility Carried by Structure: I-290 EB TO IL 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220557,  Location: 0.041 M S of DEVON (Lat: 41.987106,  Lng: -88.025297),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 32.62m (107.02ft),  Average Daily Traffic: 3,200 (year 2020),  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-290 & IL 390,  Facility Carried by Structure: I-290 EB TO IL 390
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 31,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220564,  Location: 100' N of Thorndale (Lat: 41.985219,  Lng: -88.023208),  Route carried "on" structure: State highway 390,  Year Built: 2016,  Status: Open,  Structure Length: 9.25m (30.35ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 85,728 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.171,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 220566,  Location: 250' S of Thorndale (Lat: 41.984953,  Lng: -88.023950),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-290,  Facility Carried by Structure: EB IL390 to NBI290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 20,  Base Highway Network: Yes (Inventory Route: 10290Q40,  Subroute: 60),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Bituminous

Find on map >>   Show street view

Structure Number: 223102,  Location: 0.4 MI N OF IL-19 (Lat: 41.971894,  Lng: -87.998139),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,018 (year 2032),  Design Load: HS 20,  Features Intersected: Springbrook,  Facility Carried by Structure: FAU-2635 Prospect
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 226602,  Location: 300 FT S OF IL-19 (Lat: 41.971322,  Lng: -88.014539),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 567 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Spring Brook,  Facility Carried by Structure: MS-2020 (Maple Av)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 229001,  Location: 1.3 MI E. OF I 290 (Lat: 41.983256,  Lng: -87.998992),  Route carried "on" structure: State highway 390,  Year Built: 2017,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 26,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,800 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.231,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229002,  Location: 1.3 MI E OF I 290 (Lat: 41.983256,  Lng: -87.998992),  Route carried "on" structure: State highway 390,  Year Built: 2017,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 26,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,800 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.231,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229003,  Location: 1.7 MI E I 290 (Lat: 41.983139,  Lng: -87.991450),  Route carried "on" structure: State highway 390,  Year Built: 2015,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 26,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,700 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.874,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229009,  Location: 270' N THORNDALE (Lat: 41.983744,  Lng: -88.013178),  Route carried "on" structure: State highway 390,  Year Built: 2016,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 22,860 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HAMILTON LAKES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229011,  Location: 150' N THORNDALE (Lat: 41.983775,  Lng: -88.004125),  Route carried "on" structure: State highway 390,  Year Built: 2017,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 26,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 45,720 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ARLINGTON HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.796,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229012,  Location: 50' N THORNDALE (Lat: 41.983792,  Lng: -88.004506),  Route carried "on" structure: State highway 390,  Year Built: 2017,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,200 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: ARLINGTON HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.764,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 229501,  Location: 0.8 m E of IL 53 (Lat: 41.987922,  Lng: -88.029731),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 49%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Ramps G2 & G3,  Facility Carried by Structure: Elgin O'Hare Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 20345B40,  Subroute: 20),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16055,  Location: 1.3 M N of IL 19 (Lat: 41.992464,  Lng: -88.023747),  Route carried "under" structure: Interstate 290,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 154,000 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-290,  Facility Carried by Structure: DEVON AVE
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 7.242,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.3m (161.7ft)

Find on map >>   Show street view

Structure Number: 220091,  Location: 3.5 M W IL 83 (Lat: 41.971997,  Lng: -88.024939),  Route carried "under" structure: Interstate 290,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 183,600 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-290,  Facility Carried by Structure: IL 19
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.608,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 220092,  Location: 1.0 M S OF IL 19 (Lat: 41.960411,  Lng: -88.026508),  Route carried "under" structure: Interstate 355,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 108,200 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-355,  Facility Carried by Structure: I-290 SB
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 51.723,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 70.4m (231.0ft)

Find on map >>   Show street view

Structure Number: 220106,  Location: 1.0 M S OF IL 19 (Lat: 41.961239,  Lng: -88.026861),  Route carried "under" structure: Interstate 290,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 81,200 (year 2021),  Truck Traffic: 24%,  Features Intersected: I-290,  Facility Carried by Structure: BLOOMINGDALE RD
Minimum Vertical Clearance: 9.73m (31.92ft),  Kilometerpoint: 10.814,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

Find on map >>   Show street view

Structure Number: 220106,  Location: 1.0 M S OF IL 19 (Lat: 41.961592,  Lng: -88.026375),  Route carried "under" structure: Interstate 355,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 108,200 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-290,  Facility Carried by Structure: BLOOMINGDALE RD
Minimum Vertical Clearance: 9.50m (31.17ft),  Kilometerpoint: 51.980,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

Find on map >>   Show street view

Structure Number: 220107,  Location: 0.1 M N IL 19 (Lat: 41.973414,  Lng: -88.024667),  Route carried "under" structure: Interstate 290,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 183,600 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-290,  Facility Carried by Structure: RR - METRA
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 9.447,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 220138,  Location: 0.5 M N IL 53 & US20 (Lat: 41.954064,  Lng: -88.031722),  Route carried "under" structure: State highway 53,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 15,100 (year 2021),  Truck Traffic: 8%,  Features Intersected: ROHLWING RD,  Facility Carried by Structure: I-355 SB
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 99.680,  Lanes on structure: 6,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

Find on map >>   Show street view

Structure Number: 220179,  Location: EAST OF ROSELLE RD (Lat: 41.991883,  Lng: -88.045950),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Features Intersected: MEACHAM/MEDINAH RDS,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 220179,  Location: EAST OF ROSELLE RD (Lat: 41.991958,  Lng: -88.046444),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,800 (year 2018),  Truck Traffic: 3%,  Features Intersected: MEACHAM/MEDINAH RDS,  Facility Carried by Structure: IL 390 EB EOH
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 14.355,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 220222,  Location: EAST OF ROSELLE RD (Lat: 41.992114,  Lng: -88.045864),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 1,250 (year 2020),  Features Intersected: MEACHAM/MEDINAH RD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 220222,  Location: EAST OF ROSELLE RD (Lat: 41.992203,  Lng: -88.046361),  Route carried "under" structure: Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,800 (year 2018),  Truck Traffic: 3%,  Features Intersected: MEACHAM/MEDINAH RD,  Facility Carried by Structure: IL 390 WB EOH
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 14.355,  Lanes on structure: 3,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 220533,  Location: 0.5 M W of I-290 (Lat: 41.987400,  Lng: -88.031544),  Route carried "under" structure: State highway 390,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 75%,  Features Intersected: IL 390 ELGIN-O'HARE,  Facility Carried by Structure: IL 53 (ROHLWING R
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.430,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

Find on map >>   Show street view

Structure Number: 220533,  Location: 0.5 M W of I-290 (Lat: 41.988047,  Lng: -88.031542),  Route carried "under" structure: Other road ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 22,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: IL 390 ELGIN-O'HARE,  Facility Carried by Structure: IL 53 (ROHLWING R
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.851,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

Find on map >>   Show street view

Structure Number: 220534,  Location: AT 1290 ELGIN INTERC (Lat: 41.985681,  Lng: -88.025008),  Route carried "under" structure: State highway 390,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-290 & IL 390 EOH
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 10.010,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

Find on map >>   Show street view

Structure Number: 220534,  Location: AT 1290 ELGIN INTERC (Lat: 41.986386,  Lng: -88.025569),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 49%,  Features Intersected: I-290 & IL 390 EOH,  Facility Carried by Structure: I-290 WB 2 IL 390W
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

Find on map >>   Show street view

Structure Number: 220534,  Location: AT 1290 ELGIN INTERC (Lat: 41.985106,  Lng: -88.024531),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 3%,  Features Intersected: I-290 & IL 390 EOH,  Facility Carried by Structure: I-290 WB 2 IL 390W
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

Find on map >>   Show street view

Structure Number: 220534,  Location: AT 1290 ELGIN INTERC (Lat: 41.983878,  Lng: -88.023567),  Route carried "under" structure: Interstate 290,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 134,800 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-290 & IL 390 EOH
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 8.272,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

Find on map >>   Show street view

Structure Number: 220549,  Location: Just E of I290 (Lat: 41.983786,  Lng: -88.018986),  Route carried "under" structure: Other road ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-290SB 2 IL 390 EB,  Facility Carried by Structure: I-290 WB TO IL 390
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

Find on map >>   Show street view

Structure Number: 220556,  Location: 0.04 M S of Devon (Lat: 41.988231,  Lng: -88.024958),  Route carried "under" structure: Other road ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Features Intersected: IL 390WB TO I-290SB,  Facility Carried by Structure: I-290 EB TO IL 390
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 220557,  Location: 0.041 M S of DEVON (Lat: 41.986422,  Lng: -88.025136),  Route carried "under" structure: Other road ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 6,700 (year 2020),  Features Intersected: I-290 & IL 390,  Facility Carried by Structure: I-290 EB TO IL 390
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

Find on map >>   Show street view

Structure Number: 220557,  Location: 0.041 M S of DEVON (Lat: 41.985578,  Lng: -88.024603),  Route carried "under" structure: State highway 390,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-290 & IL 390
Minimum Vertical Clearance: 7.87m (25.82ft),  Kilometerpoint: 10.042,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

Find on map >>   Show street view

Structure Number: 220557,  Location: 0.041 M S of DEVON (Lat: 41.984931,  Lng: -88.023086),  Route carried "under" structure: Other road ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 3%,  Features Intersected: I-290 & IL 390,  Facility Carried by Structure: I-290 EB TO IL 390
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

Find on map >>   Show street view

Structure Number: 220557,  Location: 0.041 M S of DEVON (Lat: 41.985075,  Lng: -88.023556),  Route carried "under" structure: Interstate 290,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 134,800 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-290 & IL 390
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 8.127,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 79.2m (259.8ft)

Find on map >>   Show street view

Structure Number: 220564,  Location: 100' N of Thorndale (Lat: 41.985772,  Lng: -88.023556),  Route carried "under" structure: Interstate 290,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 144,200 (year 2021),  Truck Traffic: 10%,  Features Intersected: I290,  Facility Carried by Structure: WB IL390
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.079,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

Find on map >>   Show street view

Structure Number: 220566,  Location: 250' S of Thorndale (Lat: 41.984728,  Lng: -88.023083),  Route carried "under" structure: Other road ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 3%,  Features Intersected: I-290,  Facility Carried by Structure: EB IL390 to NBI290
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

Find on map >>   Show street view

Structure Number: 220566,  Location: 250' S of Thorndale (Lat: 41.984847,  Lng: -88.023564),  Route carried "under" structure: Interstate 290,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 134,800 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-290
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.159,  Lanes on structure: 2,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

Find on map >>   Show street view

Structure Number: 229001,  Location: 1.3 MI E. OF I 290 (Lat: 41.983183,  Lng: -87.998422),  Route carried "under" structure: Other road ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 8%,  Features Intersected: PROSPECT AVE,  Facility Carried by Structure: IL-390 (EB)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

Find on map >>   Show street view

Structure Number: 229002,  Location: 1.3 MI E OF I 290 (Lat: 41.983506,  Lng: -87.998497),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 6,550 (year 2020),  Truck Traffic: 6%,  Features Intersected: PROSPECT AVE,  Facility Carried by Structure: IL-390 (WB)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.563,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

Find on map >>   Show street view

Structure Number: 229011,  Location: 150' N THORNDALE (Lat: 41.984011,  Lng: -88.004033),  Route carried "under" structure: Other road ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 8,750 (year 2020),  Truck Traffic: 5%,  Features Intersected: ARLINGTON HEIGHTS RD,  Facility Carried by Structure: IL-390 (WB)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)

Find on map >>   Show street view

Structure Number: 229012,  Location: 50' N THORNDALE (Lat: 41.983775,  Lng: -88.004125),  Route carried "under" structure: Other road ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Features Intersected: ARLINGTON HEIGHTS RD,  Facility Carried by Structure: IL-390 (EB)
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.110,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.4m (129.3ft)