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 - historical statistics
- 11930-1939
- 21970-1979
- 11980-1989
- 22000-2009
- 92010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 11.1%Very good
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Very good
- 22.2%Fair
- 22.2%Poor
- Bridge Condition - Substructure
- 55.6%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- 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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)