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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 144ft / 44.4mTotal length
  • $522,000Total costs
  • 267,325Total average daily traffic
  • 33,337Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Wood Dale
  • No street view available for this location

New bridges in Wood Dale, IL - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 21970-1979
  • 11980-1989
  • 22000-2009
  • 92010-2019
Reconstructed bridges in Wood Dale, IL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 01970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Wood Dale, IL
Average Bridge Truck Traffic in Wood Dale, IL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Very good
  • 33.3%Good
  • 44.4%Satisfactory
  • 11.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 55.6%Very good
  • 22.2%Fair
  • 22.2%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 55.6%Very good
  • 11.1%Good
  • 22.2%Satisfactory
  • 11.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Good
  • 20.0%Satisfactory
  • 40.0%Fair
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Structure Number: 163063,  Location: 0.3 M E ARL HTS P5 (Lat: 41.992700,  Lng: -87.995233),  Route carried "on" structure: Other road ,  Year Built: 1932,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 24,400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,982 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: DEVON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.435,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 69.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220141,  Location: 0.1 M S OF IL 19 (Lat: 41.959514,  Lng: -87.959389),  Route carried "on" structure: State highway 83,  Year Built: 1972,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 48,500 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,912 (year 2032),  Design Load: HS 20,  Features Intersected: RR - METRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.883,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 220147,  Location: .3 M W OF WOODALE RD (Lat: 41.964278,  Lng: -87.984539),  Route carried "on" structure: State highway 19,  Year Built: 1983,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 27,600 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,086 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.346,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220571,  Location: 0.14 M S of Thornd (Lat: 41.980889,  Lng: -87.959375),  Route carried "on" structure: State highway 83,  Year Built: 2017,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 29,800 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 54,120 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: WILLOW CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.249,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 94.9 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: 73.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Other
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Structure Number: 223011,  Location: 1.6 MI E I-290 (Lat: 41.983947,  Lng: -87.990519),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 40,438 (year 2032),  Design Load: HS 20,  Features Intersected: Salt Creek,  Facility Carried by Structure: CH 60 / N Thorndal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22735,  Location: 700 FT E CH 22 (Lat: 41.952108,  Lng: -87.987439),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,134 (year 2032),  Design Load: H 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: ELIZABETH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $522,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 229005,  Location: 1.9 MI E. OF I 290 (Lat: 41.983278,  Lng: -87.987492),  Route carried "on" structure: State highway 390,  Year Built: 2015,  Status: Open,  Structure Length: 4.67m (15.32ft),  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: MITTEL BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.212,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 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: 41.1 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 229007,  Location: 2.2 MI E OF I 290 (Lat: 41.983428,  Lng: -87.980008),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 9,850 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,820 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IL 390,  Facility Carried by Structure: WOOD DALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 229511,  Location: 2.75 MI E I-290 (Lat: 41.983247,  Lng: -87.970344),  Route carried "on" structure: State highway 390,  Year Built: 2015,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 21,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,220 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LIVELY BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.532,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.4m (165.4ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: 35.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 229512,  Location: 2.75 MI E I-290 (Lat: 41.983247,  Lng: -87.970344),  Route carried "on" structure: State highway 390,  Year Built: 2015,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 21,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,220 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LIVELY BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.532,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.4m (165.4ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: 35.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 227351,  Location: .2M W OF ADDISON RD (Lat: 41.965839,  Lng: -87.993900),  Route carried "under" structure: State highway 19,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 2021),  Truck Traffic: 8%,  Features Intersected: OVER IL19,  Facility Carried by Structure: BICYCLE PED. TRAIL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 24.558,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 229005,  Location: 1.9 MI E. OF I 290 (Lat: 41.983306,  Lng: -87.986736),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 13%,  Features Intersected: MITTEL BL,  Facility Carried by Structure: IL 390 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.127,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 229007,  Location: 2.2 MI E OF I 290 (Lat: 41.983428,  Lng: -87.979242),  Route carried "under" structure: State highway 390,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 21,400 (year 2020),  Truck Traffic: 14%,  Features Intersected: IL 390,  Facility Carried by Structure: WOOD DALE RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.904,  Lanes on structure: 8,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 229511,  Location: 2.75 MI E I-290 (Lat: 41.983247,  Lng: -87.970344),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 22%,  Features Intersected: LIVELY BL,  Facility Carried by Structure: ILL 390 WESTBOUND
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.4m (165.4ft)

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Structure Number: 229512,  Location: 2.75 MI E I-290 (Lat: 41.982619,  Lng: -87.969569),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 825 (year 2020),  Truck Traffic: 28%,  Features Intersected: LIVELY BL,  Facility Carried by Structure: ILL 390 EASTBOUND
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.062,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 50.4m (165.4ft)

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