Bridge Statistics for Onarga, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 203ft / 62.2mTotal length
- $974,000Total costs
- 72,485Total average daily traffic
- 29,777Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Onarga
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 31970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 5.3%Excellent
- 36.8%Very good
- 21.1%Good
- 5.3%Satisfactory
- 26.3%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 5.3%Excellent
- 26.3%Very good
- 31.6%Good
- 15.8%Satisfactory
- 21.1%Fair
- Bridge Condition - Substructure
- 5.3%Excellent
- 47.4%Very good
- 10.5%Good
- 21.1%Satisfactory
- 10.5%Fair
- 5.3%Critical
- Bridge Condition - Channel
- 35.3%Very good
- 23.5%Good
- 41.2%Satisfactory
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Structure Number: 380048, Location: ONARGA INTERCHANGE (Lat: 40.714781, Lng: -88.028450), Route carried "on" structure: State highway 54, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,147 (year 2032), Design Load: HS 20, Features Intersected: I 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.207, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 380048, Location: ONARGA INTERCHANGE (Lat: 40.714781, Lng: -88.028450), Route carried "on" structure: State highway 54, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 1,147 (year 2032), Design Load: HS 20, Features Intersected: I 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.207, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 380082, Location: 2.62 MI S ONARGA INT (Lat: 40.678311, Lng: -88.035431), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: CH 47 / 1200 N Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 380082, Location: 2.62 MI S ONARGA INT (Lat: 40.678311, Lng: -88.035431), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 15, Features Intersected: FAI-57, Facility Carried by Structure: CH 47 / 1200 N Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 380153, Location: 3.1 MI S ONARGA INT (Lat: 40.671361, Lng: -88.035586), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 380153, Location: 3.1 MI S ONARGA INT (Lat: 40.671361, Lng: -88.035586), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.808, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 380154, Location: 3.1 MI S ONARGA INT (Lat: 40.671503, Lng: -88.035592), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 380154, Location: 3.1 MI S ONARGA INT (Lat: 40.671503, Lng: -88.035592), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: BRANCH OF SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 445.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 380155, Location: 2.41 MI S ONARGA INT (Lat: 40.681019, Lng: -88.034475), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $486,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 380155, Location: 2.41 MI S ONARGA INT (Lat: 40.681019, Lng: -88.034475), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.919, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $32,000, Total Project Cost: $486,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 380156, Location: 2.41 MI S ONARGA INT (Lat: 40.680886, Lng: -88.034536), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 380156, Location: 2.41 MI S ONARGA INT (Lat: 40.680886, Lng: -88.034536), Route carried "on" structure: Interstate 57, Year Built: 1968, Year Reconstructed: 2016, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 8,650 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 7,510 (year 2032), Design Load: HS 20+Mod, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 446.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 380192, Location: 5.62 MI W OF ILL 49 (Lat: 40.709028, Lng: -87.967503), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 991 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FAS 323 ONARGA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 380192, Location: 5.62 MI W OF ILL 49 (Lat: 40.709028, Lng: -87.967503), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 525 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 991 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: FAS 323 ONARGA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 380193, Location: .35 MI E OF US 45 (Lat: 40.678442, Lng: -88.007997), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 261 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 380193, Location: .35 MI E OF US 45 (Lat: 40.678442, Lng: -88.007997), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 275 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 261 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 380204, Location: .41 MILES E FAI 57 (Lat: 40.678475, Lng: -88.028142), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 20, Features Intersected: BR OF SPRING CREEK, Facility Carried by Structure: FAS 337
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 380204, Location: .41 MILES E FAI 57 (Lat: 40.678475, Lng: -88.028142), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 156 (year 2032), Design Load: HS 20, Features Intersected: BR OF SPRING CREEK, Facility Carried by Structure: FAS 337
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.934, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 38021, Location: 0.25 M S DEL RAY RD (Lat: 40.670744, Lng: -88.016600), Route carried "on" structure: US 45, Year Built: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 939 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.058, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 66.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 38021, Location: 0.25 M S DEL RAY RD (Lat: 40.670744, Lng: -88.016600), Route carried "on" structure: US 45, Year Built: 2002, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 939 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 464.058, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 66.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 383051, Location: 1.5MI S 1MI E DELREY (Lat: 40.649331, Lng: -87.995850), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 269A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 383051, Location: 1.5MI S 1MI E DELREY (Lat: 40.649331, Lng: -87.995850), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: TR 269A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384936, Location: 3MI S 1 W ONARGA (Lat: 40.673181, Lng: -88.028081), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 384936, Location: 3MI S 1 W ONARGA (Lat: 40.673181, Lng: -88.028081), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384938, Location: 3MI E 1 MIS ONARGA (Lat: 40.700458, Lng: -87.955661), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 384938, Location: 3MI E 1 MIS ONARGA (Lat: 40.700458, Lng: -87.955661), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 384939, Location: 1.5 MI SE ONARGA (Lat: 40.697908, Lng: -87.985731), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 25 or greater, Features Intersected: SPRING CR, Facility Carried by Structure: TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 91.4m (299.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.9 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: 47.6 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: Superior to present desirable criteria, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 384939, Location: 1.5 MI SE ONARGA (Lat: 40.697908, Lng: -87.985731), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 40%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 25 or greater, Features Intersected: SPRING CR, Facility Carried by Structure: TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 91.4m (299.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.9 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: 47.6 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: Superior to present desirable criteria, Deck Geometry: Equal to 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: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 385333, Location: 3 Mi. E.OF THAWVILLE (Lat: 40.662750, Lng: -88.050497), Route carried "on" structure: County highway , Year Built: 1973, Status: Closed, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 15, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 255A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Critical, Channel: Good, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 385333, Location: 3 Mi. E.OF THAWVILLE (Lat: 40.662750, Lng: -88.050497), Route carried "on" structure: County highway , Year Built: 1973, Status: Closed, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 15, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 255A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Critical, Channel: Good, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: August 2020, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 385345, Location: 1MI S ILL 54 (Lat: 40.697933, Lng: -88.066139), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB SPRING CR, Facility Carried by Structure: TR 22C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 385345, Location: 1MI S ILL 54 (Lat: 40.697933, Lng: -88.066139), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB SPRING CR, Facility Carried by Structure: TR 22C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 38535, Location: 3.75E,0.5N THAWVILLE (Lat: 40.687197, Lng: -88.041739), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 38535, Location: 3.75E,0.5N THAWVILLE (Lat: 40.687197, Lng: -88.041739), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 52 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CREEK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 385352, Location: 1.5N, .5W RIDGELAND (Lat: 40.735389, Lng: -88.077381), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: Creek, Facility Carried by Structure: TR-199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 385352, Location: 1.5N, .5W RIDGELAND (Lat: 40.735389, Lng: -88.077381), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: Creek, Facility Carried by Structure: TR-199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 385356, Location: 1.5 MI W DELREY (Lat: 40.670653, Lng: -88.045728), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CR, Facility Carried by Structure: TR 26A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 385356, Location: 1.5 MI W DELREY (Lat: 40.670653, Lng: -88.045728), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 104 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO SPRING CR, Facility Carried by Structure: TR 26A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 380048, Location: ONARGA INTERCHANGE (Lat: 40.714781, Lng: -88.028169), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2021), Truck Traffic: 41%, Features Intersected: I 57, Facility Carried by Structure: ILL 54
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 450.813, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 380048, Location: ONARGA INTERCHANGE (Lat: 40.714781, Lng: -88.028169), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 16,700 (year 2021), Truck Traffic: 41%, Features Intersected: I 57, Facility Carried by Structure: ILL 54
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 450.813, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 380082, Location: 2.62 MI S ONARGA INT (Lat: 40.678311, Lng: -88.035431), Route carried "under" structure: Interstate 57, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 2021), Truck Traffic: 43%, Features Intersected: FAI-57, Facility Carried by Structure: CH 47 / 1200 N Rd
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 446.597, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 380082, Location: 2.62 MI S ONARGA INT (Lat: 40.678311, Lng: -88.035431), Route carried "under" structure: Interstate 57, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,300 (year 2021), Truck Traffic: 43%, Features Intersected: FAI-57, Facility Carried by Structure: CH 47 / 1200 N Rd
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 446.597, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)