Bridge Statistics for Yorkville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 184ft / 55.6mTotal length
- $123,000Total costs
- 147,425Total average daily traffic
- 15,579Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Yorkville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 21970-1979
- 21980-1989
- 61990-1999
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Superstructure
- 58.3%Very good
- 8.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Channel
- 5.3%Excellent
- 42.1%Very good
- 31.6%Good
- 21.1%Satisfactory
- Bridge Condition - Culverts
- 42.9%Very good
- 14.3%Good
- 42.9%Satisfactory
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Structure Number: 452011, Location: 2.9 M S OF IL 56 (Lat: 41.722272, Lng: -88.443733), Route carried "on" structure: US 30, Year Built: 1989, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 26,030 (year 2032), Features Intersected: ROB ROY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.897, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 452011, Location: 2.9 M S OF IL 56 (Lat: 41.722272, Lng: -88.443733), Route carried "on" structure: US 30, Year Built: 1989, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 26,030 (year 2032), Features Intersected: ROB ROY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.897, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 453044, Location: 0.01 MI W OFRT47 (Lat: 41.721789, Lng: -88.444019), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,409 (year 2032), Design Load: HS 15, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: BASELINE RD/MS 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 453044, Location: 0.01 MI W OFRT47 (Lat: 41.721789, Lng: -88.444019), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,409 (year 2032), Design Load: HS 15, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: BASELINE RD/MS 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 470048, Location: 0.95 MI S OF US 34 (Lat: 41.644422, Lng: -88.446400), Route carried "on" structure: State highway 47, Year Built: 1984, Status: Open, Structure Length: 18.97m (62.24ft), Average Daily Traffic: 22,200 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 32,996 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.3m (89.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470048, Location: 0.95 MI S OF US 34 (Lat: 41.644422, Lng: -88.446400), Route carried "on" structure: State highway 47, Year Built: 1984, Status: Open, Structure Length: 18.97m (62.24ft), Average Daily Traffic: 22,200 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 32,996 (year 2032), Design Load: HS 20, Features Intersected: FOX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 173.788, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 27.3m (89.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 470053, Location: 1 M N OF US 34 (Lat: 41.671903, Lng: -88.442867), Route carried "on" structure: State highway 47, Year Built: 1994, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 14,900 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,922 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.926, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.6 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 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470053, Location: 1 M N OF US 34 (Lat: 41.671903, Lng: -88.442867), Route carried "on" structure: State highway 47, Year Built: 1994, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 14,900 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 22,922 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.926, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.6 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 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 470102, Location: 0.51 MI W OF ILL 47 (Lat: 41.658956, Lng: -88.452058), Route carried "on" structure: US 34, Year Built: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 35,717 (year 2038), Design Load: HS 25 or greater, Features Intersected: Blackberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.439, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.4m (83.3ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 470102, Location: 0.51 MI W OF ILL 47 (Lat: 41.658956, Lng: -88.452058), Route carried "on" structure: US 34, Year Built: 2019, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 20,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 35,717 (year 2038), Design Load: HS 25 or greater, Features Intersected: Blackberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.439, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.4m (83.3ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 0.0m, Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 472006, Location: 2.97 Mi S of IL 71 (Lat: 41.578942, Lng: -88.435161), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,490 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE AUX SABLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 59.6 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 472006, Location: 2.97 Mi S of IL 71 (Lat: 41.578942, Lng: -88.435161), Route carried "on" structure: State highway 47, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,490 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE AUX SABLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 59.6 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 472011, Location: 5 MI SW OF ILL 47 (Lat: 41.583156, Lng: -88.527342), Route carried "on" structure: State highway 71, Year Built: 1997, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,050 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,563 (year 2032), Design Load: HS 20, Features Intersected: W BR HOLLENBACK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 472011, Location: 5 MI SW OF ILL 47 (Lat: 41.583156, Lng: -88.527342), Route carried "on" structure: State highway 71, Year Built: 1997, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,050 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,563 (year 2032), Design Load: HS 20, Features Intersected: W BR HOLLENBACK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.574, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 472051, Location: 2.05 M W of IL 47 (Lat: 41.661431, Lng: -88.481622), Route carried "on" structure: US 34, Year Built: 2019, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 31,416 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROB ROY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.961, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2020
Structure Number: 472051, Location: 2.05 M W of IL 47 (Lat: 41.661431, Lng: -88.481622), Route carried "on" structure: US 34, Year Built: 2019, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 31,416 (year 2038), Design Load: HS 25 or greater, Features Intersected: ROB ROY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.961, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 38.7m (127.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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 2020
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Structure Number: 473018, Location: AT ROUTE 47 (Lat: 41.705422, Lng: -88.446739), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,400 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 7,592 (year 2032), Design Load: HS 20, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: GALENA RD/FAU 2502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.877, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473018, Location: AT ROUTE 47 (Lat: 41.705422, Lng: -88.446739), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 6,400 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 7,592 (year 2032), Design Load: HS 20, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: GALENA RD/FAU 2502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.877, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473106, Location: 1 MI W OF CANNONBALL (Lat: 41.673333, Lng: -88.468983), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 256 (year 2032), Features Intersected: ROB ROY CK, Facility Carried by Structure: FAXON RD/MS 3210
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: August 2020
Structure Number: 473106, Location: 1 MI W OF CANNONBALL (Lat: 41.673333, Lng: -88.468983), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 256 (year 2032), Features Intersected: ROB ROY CK, Facility Carried by Structure: FAXON RD/MS 3210
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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: August 2020
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Structure Number: 47311, Location: 1.5 MI E OF ILL 47 (Lat: 41.561025, Lng: -88.428858), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,898 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CK, Facility Carried by Structure: CATON FARM RD CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 47311, Location: 1.5 MI E OF ILL 47 (Lat: 41.561025, Lng: -88.428858), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 1,898 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CK, Facility Carried by Structure: CATON FARM RD CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 473135, Location: .2N OF WALKER RD (Lat: 41.578906, Lng: -88.425397), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 37 (year 2032), Design Load: HS 20, Features Intersected: WEST AUX SABLE CK, Facility Carried by Structure: PENMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473135, Location: .2N OF WALKER RD (Lat: 41.578906, Lng: -88.425397), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 37 (year 2032), Design Load: HS 20, Features Intersected: WEST AUX SABLE CK, Facility Carried by Structure: PENMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473148, Location: BY SCHLAPP RD (Lat: 41.576117, Lng: -88.403258), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: TRIB E AUX SABLE CRK, Facility Carried by Structure: TR 58 WALKERRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 473148, Location: BY SCHLAPP RD (Lat: 41.576117, Lng: -88.403258), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: TRIB E AUX SABLE CRK, Facility Carried by Structure: TR 58 WALKERRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 473155, Location: IN YORKVILLE (Lat: 41.690164, Lng: -88.463453), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 475 (year 2032), Design Load: HS 20, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: Corneils Rd/MS 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 473155, Location: IN YORKVILLE (Lat: 41.690164, Lng: -88.463453), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 475 (year 2032), Design Load: HS 20, Features Intersected: ROB ROY CREEK, Facility Carried by Structure: Corneils Rd/MS 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, 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: 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: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 47316, Location: .25 MI NW KENNEDY RD (Lat: 41.682161, Lng: -88.413625), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,825 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: FAU1555/BRISTOL RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47316, Location: .25 MI NW KENNEDY RD (Lat: 41.682161, Lng: -88.413625), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,825 (year 2032), Design Load: HS 20, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: FAU1555/BRISTOL RI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 473162, Location: .5 MI N OF WALKER (Lat: 41.555417, Lng: -88.453600), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: IMMANUEL RD, TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 2 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: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
Structure Number: 473162, Location: .5 MI N OF WALKER (Lat: 41.555417, Lng: -88.453600), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: IMMANUEL RD, TR 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 2 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: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Very good, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019
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Structure Number: 473165, Location: .5 MI N OF WALKER RD (Lat: 41.581158, Lng: -88.406136), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 730 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE AUX SABLE, Facility Carried by Structure: ASHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473165, Location: .5 MI N OF WALKER RD (Lat: 41.581158, Lng: -88.406136), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 730 (year 2032), Design Load: HS 20, Features Intersected: MIDDLE AUX SABLE, Facility Carried by Structure: ASHLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473179, Location: CH9 OVR BLACKBERRY (Lat: 41.697542, Lng: -88.413594), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 7,600 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,658 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: GALENA RD/FAU 2502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
Structure Number: 473179, Location: CH9 OVR BLACKBERRY (Lat: 41.697542, Lng: -88.413594), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 7,600 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 10,658 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: GALENA RD/FAU 2502
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other Coated Reinforcing
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Structure Number: 4765, Location: 0.20 Mil W ILL 47 (Lat: 41.645381, Lng: -88.450200), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 5,150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,599 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: RIVER ROAD(FAU 379
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4765, Location: 0.20 Mil W ILL 47 (Lat: 41.645381, Lng: -88.450200), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 5,150 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,599 (year 2032), Design Load: HS 25 or greater, Features Intersected: BLACKBERRY CREEK, Facility Carried by Structure: RIVER ROAD(FAU 379
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 470038, Location: 1.78 Mi N of US 34 (Lat: 41.682908, Lng: -88.445856), Route carried "under" structure: State highway 47, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2021), Truck Traffic: 11%, Features Intersected: ILL RTE 47, Facility Carried by Structure: BNSF-Mendota RR
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 178.182, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 470038, Location: 1.78 Mi N of US 34 (Lat: 41.682908, Lng: -88.445856), Route carried "under" structure: State highway 47, Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2021), Truck Traffic: 11%, Features Intersected: ILL RTE 47, Facility Carried by Structure: BNSF-Mendota RR
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 178.182, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft)