Bridge Statistics for Streator, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31900-1909
- 61920-1929
- 91930-1939
- 31940-1949
- 61950-1959
- 71960-1969
- 51970-1979
- 201980-1989
- 61990-1999
- 62000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 31970-1979
- 61980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 26.7%Very good
- 28.3%Good
- 20.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 29.7%Very good
- 26.6%Good
- 20.3%Satisfactory
- 14.1%Fair
- 7.8%Poor
- 1.6%Serious
- Bridge Condition - Substructure
- 1.6%Excellent
- 31.3%Very good
- 29.7%Good
- 18.8%Satisfactory
- 7.8%Fair
- 6.3%Poor
- 1.6%Serious
- 3.1%Critical
- Bridge Condition - Channel
- 1.4%Excellent
- 20.0%Very good
- 40.0%Good
- 21.4%Satisfactory
- 15.7%Fair
- 1.4%Serious
- Bridge Condition - Culverts
- 25.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
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Structure Number: 508028, Location: 1/8 Mi N Marilla Rd (Lat: 41.151750, Lng: -88.824911), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 84 (year 2024), Design Load: HS 25 or greater, Features Intersected: Otter Creek, Facility Carried by Structure: Remington Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 508028, Location: 1/8 Mi N Marilla Rd (Lat: 41.151750, Lng: -88.824911), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 84 (year 2024), Design Load: HS 25 or greater, Features Intersected: Otter Creek, Facility Carried by Structure: Remington Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 508488, Location: Wof Rt 23 S. of 1st (Lat: 41.134414, Lng: -88.840617), Route carried "on" structure: City street , Year Built: 1983, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2038), Design Load: HS 20, Features Intersected: Prairie Creek, Facility Carried by Structure: Kelly ST./ Van Bur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 508488, Location: Wof Rt 23 S. of 1st (Lat: 41.134414, Lng: -88.840617), Route carried "on" structure: City street , Year Built: 1983, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 186 (year 2038), Design Load: HS 20, Features Intersected: Prairie Creek, Facility Carried by Structure: Kelly ST./ Van Bur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 530026, Location: 1.3 M E JCT 17 & 23 (Lat: 41.061694, Lng: -88.807569), Route carried "on" structure: State highway 17, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.867, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530026, Location: 1.3 M E JCT 17 & 23 (Lat: 41.061694, Lng: -88.807569), Route carried "on" structure: State highway 17, Year Built: 1937, Year Reconstructed: 1989, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.867, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater 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: 530027, Location: 2.5 M E JCT 17 & 23 (Lat: 41.061900, Lng: -88.785325), Route carried "on" structure: State highway 17, Year Built: 1937, Year Reconstructed: 1993, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530027, Location: 2.5 M E JCT 17 & 23 (Lat: 41.061900, Lng: -88.785325), Route carried "on" structure: State highway 17, Year Built: 1937, Year Reconstructed: 1993, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: HS 20, Features Intersected: DRAIN DT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 530029, Location: 3.4 MI E OF 17 & 23 (Lat: 41.062131, Lng: -88.768264), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: H 15, Features Intersected: DRAIN DT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 530029, Location: 3.4 MI E OF 17 & 23 (Lat: 41.062131, Lng: -88.768264), Route carried "on" structure: State highway 17, Year Built: 1937, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: H 15, Features Intersected: DRAIN DT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special 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: 530149, Location: 0.84 MI S OF CO LINE (Lat: 41.094222, Lng: -88.834042), Route carried "on" structure: State highway 23, Year Built: 1981, Status: Open, Structure Length: 24.87m (81.59ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,803 (year 2032), Design Load: HS 20, Features Intersected: VERMILION R & AT&SF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 530149, Location: 0.84 MI S OF CO LINE (Lat: 41.094222, Lng: -88.834042), Route carried "on" structure: State highway 23, Year Built: 1981, Status: Open, Structure Length: 24.87m (81.59ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,803 (year 2032), Design Load: HS 20, Features Intersected: VERMILION R & AT&SF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 530153, Location: 1.05 MI S OF ILL 17 (Lat: 41.046258, Lng: -88.833361), Route carried "on" structure: State highway 23, Year Built: 1982, Year Reconstructed: 2006, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,775 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 530153, Location: 1.05 MI S OF ILL 17 (Lat: 41.046258, Lng: -88.833361), Route carried "on" structure: State highway 23, Year Built: 1982, Year Reconstructed: 2006, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,775 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 53016, Location: 1 MI E OF ILL 23 (Lat: 41.061636, Lng: -88.813472), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53016, Location: 1 MI E OF ILL 23 (Lat: 41.061636, Lng: -88.813472), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,217 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 210.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, 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: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 530167, Location: 2.8 M E OF IL 17-23 (Lat: 41.061956, Lng: -88.779256), Route carried "on" structure: State highway 17, Year Built: 1993, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530167, Location: 2.8 M E OF IL 17-23 (Lat: 41.061956, Lng: -88.779256), Route carried "on" structure: State highway 17, Year Built: 1993, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 963 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 533042, Location: 2 MI SW STREATOR (Lat: 41.091094, Lng: -88.790019), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 608 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: CO HWY 14 FAS-1354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 533042, Location: 2 MI SW STREATOR (Lat: 41.091094, Lng: -88.790019), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 608 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: CO HWY 14 FAS-1354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 533057, Location: 2.5MI NW MANVILLE (Lat: 41.086578, Lng: -88.775631), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 228 (year 2032), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: FAS 2057/CH 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 533057, Location: 2.5MI NW MANVILLE (Lat: 41.086578, Lng: -88.775631), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 228 (year 2032), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: FAS 2057/CH 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 533058, Location: 1.5 MI N OF MANVILLE (Lat: 41.072114, Lng: -88.775875), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: CO HWY 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 57.3 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 533058, Location: 1.5 MI N OF MANVILLE (Lat: 41.072114, Lng: -88.775875), Route carried "on" structure: County highway , Year Built: 1923, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: CO HWY 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 57.3 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 533091, Location: 2895 N, 400 E (Lat: 41.045506, Lng: -88.852581), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: PARIRIE CREEK, Facility Carried by Structure: TR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 533091, Location: 2895 N, 400 E (Lat: 41.045506, Lng: -88.852581), Route carried "on" structure: County highway , Year Built: 1945, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: PARIRIE CREEK, Facility Carried by Structure: TR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $5,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 53312, Location: 2920 N, 600 E (Lat: 41.050453, Lng: -88.814253), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 3 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 7.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 53312, Location: 2920 N, 600 E (Lat: 41.050453, Lng: -88.814253), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.1m (13.5ft), Skew: 3 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 7.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 533138, Location: 3050 N, 700 E (Lat: 41.069211, Lng: -88.795044), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 507 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 533138, Location: 3050 N, 700 E (Lat: 41.069211, Lng: -88.795044), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 507 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 533165, Location: 3225 N, 750 E (Lat: 41.094822, Lng: -88.784944), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 54A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 533165, Location: 3225 N, 750 E (Lat: 41.094822, Lng: -88.784944), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2032), Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 54A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 533173, Location: 3085 N, 900 E (Lat: 41.075089, Lng: -88.756656), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILION R, Facility Carried by Structure: TR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 533173, Location: 3085 N, 900 E (Lat: 41.075089, Lng: -88.756656), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 15, Features Intersected: TRIB VERMILION R, Facility Carried by Structure: TR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 533448, Location: 2 MI NORTH ANCONA (Lat: 41.067431, Lng: -88.871278), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 811 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: CH-16 (FAS-355)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 533448, Location: 2 MI NORTH ANCONA (Lat: 41.067431, Lng: -88.871278), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 811 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: CH-16 (FAS-355)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 534001, Location: 320 E, 3300 N (Lat: 41.106175, Lng: -88.866108), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 15, Features Intersected: EAGLE CR, Facility Carried by Structure: TR-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.456, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 534001, Location: 320 E, 3300 N (Lat: 41.106175, Lng: -88.866108), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 15, Features Intersected: EAGLE CR, Facility Carried by Structure: TR-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.456, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 534049, Location: 3275 N, 200 E (Lat: 41.102308, Lng: -88.890186), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: TR 10A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 534049, Location: 3275 N, 200 E (Lat: 41.102308, Lng: -88.890186), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: TR 10A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534054, Location: 1.5 SW STREATOR (Lat: 41.106019, Lng: -88.870511), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 862 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County 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: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Better than 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: June 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 534054, Location: 1.5 SW STREATOR (Lat: 41.106019, Lng: -88.870511), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 862 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County 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: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 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: Better than 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: June 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 534064, Location: 705 E, 2810 N (Lat: 41.033942, Lng: -88.794700), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: TR 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 534064, Location: 705 E, 2810 N (Lat: 41.033942, Lng: -88.794700), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: TR 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 534085, Location: 475 E, 3200 N (Lat: 41.090572, Lng: -88.836897), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 406 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: TR 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: June 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 534085, Location: 475 E, 3200 N (Lat: 41.090572, Lng: -88.836897), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 406 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: TR 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: June 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534087, Location: 2910 N, 670 E (Lat: 41.050261, Lng: -88.800747), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 254 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV., Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 534087, Location: 2910 N, 670 E (Lat: 41.050261, Lng: -88.800747), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 254 (year 2032), Design Load: HS 20, Features Intersected: VERMILLION RV., Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 534104, Location: 560 E, 2900 N (Lat: 41.047122, Lng: -88.821914), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 50 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: 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: June 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 534104, Location: 560 E, 2900 N (Lat: 41.047122, Lng: -88.821914), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 50 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.157, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: 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: June 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534151, Location: 375E, 3050N (Lat: 41.068178, Lng: -88.856481), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 127 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: TR 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 534151, Location: 375E, 3050N (Lat: 41.068178, Lng: -88.856481), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 127 (year 2032), Design Load: HS 20, Features Intersected: MOON CREEK, Facility Carried by Structure: TR 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 534155, Location: 1 MI SE OF STREATOR (Lat: 41.098325, Lng: -88.812433), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 20, Features Intersected: CONRAIL RR&ATSF RR, Facility Carried by Structure: TR 28A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: 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: Concrete Cast-file-Place
Structure Number: 534155, Location: 1 MI SE OF STREATOR (Lat: 41.098325, Lng: -88.812433), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 225 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 20, Features Intersected: CONRAIL RR&ATSF RR, Facility Carried by Structure: TR 28A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: 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: Concrete Cast-file-Place
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Structure Number: 534158, Location: 2980N, 800E (Lat: 41.059233, Lng: -88.776092), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: September 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 534158, Location: 2980N, 800E (Lat: 41.059233, Lng: -88.776092), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 228 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: September 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534183, Location: 3180 N, 675 E (Lat: 41.087872, Lng: -88.799264), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 406 (year 2032), Design Load: HS 20, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: 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: September 2020
Structure Number: 534183, Location: 3180 N, 675 E (Lat: 41.087872, Lng: -88.799264), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 406 (year 2032), Design Load: HS 20, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: TR 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: 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: September 2020
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Structure Number: 534204, Location: 3235 N 800 E (Lat: 41.096986, Lng: -88.775389), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB VERMILION RIVER, Facility Carried by Structure: TR 54 800E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 18.4m (60.4ft), 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: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 534204, Location: 3235 N 800 E (Lat: 41.096986, Lng: -88.775389), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 51 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB VERMILION RIVER, Facility Carried by Structure: TR 54 800E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 18.4m (60.4ft), 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: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 534217, Location: 780 E, 2950 (Lat: 41.054725, Lng: -88.779636), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2038), Design Load: HS 25 or greater, Features Intersected: Murry Ditch, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 534217, Location: 780 E, 2950 (Lat: 41.054725, Lng: -88.779636), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 177 (year 2038), Design Load: HS 25 or greater, Features Intersected: Murry Ditch, Facility Carried by Structure: TR 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 535503, Location: 880 E, 3300 N (Lat: 41.106717, Lng: -88.758342), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 400 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 1 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 535503, Location: 880 E, 3300 N (Lat: 41.106717, Lng: -88.758342), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 400 (year 2019), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 1 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 538022, Location: 600 E, 3180 N (Lat: 41.091322, Lng: -88.812697), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 20, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: MS 8455/SMITH-DOUG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 538022, Location: 600 E, 3180 N (Lat: 41.091322, Lng: -88.812697), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 203 (year 2032), Design Load: HS 20, Features Intersected: TRIB VERMILLION R, Facility Carried by Structure: MS 8455/SMITH-DOUG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 508023, Location: 0.3 MI.E.OF ILL 23 (Lat: 41.125839, Lng: -88.824794), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 275 (year 2020), Truck Traffic: 21%, Features Intersected: BNSF RR & IL STREET, Facility Carried by Structure: BROADWAY ST.
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: 508023, Location: 0.3 MI.E.OF ILL 23 (Lat: 41.125839, Lng: -88.824794), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 275 (year 2020), Truck Traffic: 21%, Features Intersected: BNSF RR & IL STREET, Facility Carried by Structure: BROADWAY ST.
Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 509911, Location: E1600 N 1440 KANGLEY (Lat: 41.140519, Lng: -88.859600), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: TR 274, Facility Carried by Structure: CON-RAIL CORP.
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 1.336, Lanes under structure: 1, Material/Design: Wood or Timber, Length of Maximum Span: 4.3m (14.1ft)
Structure Number: 509911, Location: E1600 N 1440 KANGLEY (Lat: 41.140519, Lng: -88.859600), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Features Intersected: TR 274, Facility Carried by Structure: CON-RAIL CORP.
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 1.336, Lanes under structure: 1, Material/Design: Wood or Timber, Length of Maximum Span: 4.3m (14.1ft)
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Structure Number: 509928, Location: 0.19 W OF OTTER CR (Lat: 41.136114, Lng: -88.820081), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 6%, Features Intersected: MILDRED AVE, Facility Carried by Structure: AT&SF RR
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.464, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 509928, Location: 0.19 W OF OTTER CR (Lat: 41.136114, Lng: -88.820081), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 6%, Features Intersected: MILDRED AVE, Facility Carried by Structure: AT&SF RR
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.464, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 5399, Location: 2.06 MI N OF ILL 17 (Lat: 41.090208, Lng: -88.833758), Route carried "under" structure: Other road , Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Features Intersected: TR 5, Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.448, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.9m (62.0ft)
Structure Number: 5399, Location: 2.06 MI N OF ILL 17 (Lat: 41.090208, Lng: -88.833758), Route carried "under" structure: Other road , Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Features Intersected: TR 5, Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 1.448, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.9m (62.0ft)
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Structure Number: 539902, Location: 1.3 MI W OF ILL 23 (Lat: 41.060853, Lng: -88.858417), Route carried "under" structure: State highway 17, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 6%, Features Intersected: ILL RTE 17, Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 206.586, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)
Structure Number: 539902, Location: 1.3 MI W OF ILL 23 (Lat: 41.060853, Lng: -88.858417), Route carried "under" structure: State highway 17, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2021), Truck Traffic: 6%, Features Intersected: ILL RTE 17, Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 206.586, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)