Bridge Statistics for Bonfield, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 121ft / 36.8mTotal length
- 14,775Total average daily traffic
- 1,491Total average daily truck traffic
- 18,077Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bonfield
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 31960-1969
- 31970-1979
- 61980-1989
- 41990-1999
- 32000-2009
- Bridge Condition - Deck
- 5.6%Very good
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 5.6%Very good
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Substructure
- 5.6%Very good
- 55.6%Good
- 16.7%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 8.7%Good
- 78.3%Satisfactory
- 13.0%Fair
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 460032, Location: 0.2 M.E.HERSCHER RD (Lat: 41.117089, Lng: -88.093994), Route carried "on" structure: State highway 17, Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: E BR HORSE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 460032, Location: 0.2 M.E.HERSCHER RD (Lat: 41.117089, Lng: -88.093994), Route carried "on" structure: State highway 17, Year Built: 1959, Year Reconstructed: 1995, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: E BR HORSE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 460062, Location: BONFIELD RD N OF 17 (Lat: 41.142778, Lng: -88.049358), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 757 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CH-47/FAS 1303
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 460062, Location: BONFIELD RD N OF 17 (Lat: 41.142778, Lng: -88.049358), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 757 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CH-47/FAS 1303
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 462, Location: 1.5 M W BONFIELD RD (Lat: 41.117519, Lng: -88.058150), Route carried "on" structure: State highway 17, Year Built: 1959, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 462, Location: 1.5 M W BONFIELD RD (Lat: 41.117519, Lng: -88.058150), Route carried "on" structure: State highway 17, Year Built: 1959, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 462012, Location: .7MI E OF HERCHER RD (Lat: 41.117242, Lng: -88.082658), Route carried "on" structure: State highway 17, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: 462012, Location: .7MI E OF HERCHER RD (Lat: 41.117242, Lng: -88.082658), Route carried "on" structure: State highway 17, Year Built: 1997, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,756 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.429, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: 463033, Location: 2 MI W BONFIELD (Lat: 41.146219, Lng: -88.099800), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 243 (year 2032), Design Load: HS 15, Features Intersected: HORSE CR, Facility Carried by Structure: CH 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.428, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 463033, Location: 2 MI W BONFIELD (Lat: 41.146219, Lng: -88.099800), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 243 (year 2032), Design Load: HS 15, Features Intersected: HORSE CR, Facility Carried by Structure: CH 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.428, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 463045, Location: 3.3 MI N BONDFIELD (Lat: 41.197100, Lng: -88.048811), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 297 (year 2032), Design Load: HS 15, Features Intersected: TERRY CR, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 463045, Location: 3.3 MI N BONDFIELD (Lat: 41.197100, Lng: -88.048811), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 297 (year 2032), Design Load: HS 15, Features Intersected: TERRY CR, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46325, Location: .5 MI N GOODRICH (Lat: 41.117225, Lng: -88.057750), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 297 (year 2032), Design Load: HS 15, Features Intersected: RAYMOND RUN, Facility Carried by Structure: TR 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46325, Location: .5 MI N GOODRICH (Lat: 41.117225, Lng: -88.057750), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 297 (year 2032), Design Load: HS 15, Features Intersected: RAYMOND RUN, Facility Carried by Structure: TR 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 463252, Location: 2.5 MI SW BONDFIELD (Lat: 41.134261, Lng: -88.087869), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 432 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RUN, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2020
Structure Number: 463252, Location: 2.5 MI SW BONDFIELD (Lat: 41.134261, Lng: -88.087869), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 432 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RUN, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2020
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Structure Number: 463275, Location: 2.5 MI SW BONFIELD (Lat: 41.131783, Lng: -88.087628), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 15, Features Intersected: BERTRAND CREEK, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 463275, Location: 2.5 MI SW BONFIELD (Lat: 41.131783, Lng: -88.087628), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 15, Features Intersected: BERTRAND CREEK, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463321, Location: 3.5 MI NW OF BONFIEL (Lat: 41.165206, Lng: -88.088650), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 243 (year 2032), Design Load: HS 15, Features Intersected: N BONFIELD BROOK, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.361, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: 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: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 463321, Location: 3.5 MI NW OF BONFIEL (Lat: 41.165206, Lng: -88.088650), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 243 (year 2032), Design Load: HS 15, Features Intersected: N BONFIELD BROOK, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.361, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: 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: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 463361, Location: 1.5 MI N BONFIELD (Lat: 41.167708, Lng: -88.069175), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 135 (year 2032), Design Load: HS 20, Features Intersected: N BONFIELDBRANCH, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463361, Location: 1.5 MI N BONFIELD (Lat: 41.167708, Lng: -88.069175), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 135 (year 2032), Design Load: HS 20, Features Intersected: N BONFIELDBRANCH, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463389, Location: 4.5 MI.NW OF BONFIEL (Lat: 41.163356, Lng: -88.107978), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 108 (year 2032), Design Load: HS 20, Features Intersected: N.BR.HORSE CREEK, Facility Carried by Structure: TR42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463389, Location: 4.5 MI.NW OF BONFIEL (Lat: 41.163356, Lng: -88.107978), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 108 (year 2032), Design Load: HS 20, Features Intersected: N.BR.HORSE CREEK, Facility Carried by Structure: TR42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463395, Location: 3.5 MI SW BONFIELD (Lat: 41.131719, Lng: -88.092839), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 20, Features Intersected: HORSE CR EBR, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 463395, Location: 3.5 MI SW BONFIELD (Lat: 41.131719, Lng: -88.092839), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 20, Features Intersected: HORSE CR EBR, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463401, Location: 4 MI NW OF BONFIELD (Lat: 41.160689, Lng: -88.110411), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: SO BR HORSE CREEK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 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: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 463401, Location: 4 MI NW OF BONFIELD (Lat: 41.160689, Lng: -88.110411), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: SO BR HORSE CREEK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 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: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463411, Location: 0.5 MI SW BONFIELD (Lat: 41.144236, Lng: -88.068681), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 80%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 463411, Location: 0.5 MI SW BONFIELD (Lat: 41.144236, Lng: -88.068681), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 80%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 463421, Location: 4.75 MI NW BONFIELD (Lat: 41.201314, Lng: -88.069878), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 135 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463421, Location: 4.75 MI NW BONFIELD (Lat: 41.201314, Lng: -88.069878), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 135 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463422, Location: 2.5 M1 SW BONFIELD (Lat: 41.125819, Lng: -88.068294), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 80%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463422, Location: 2.5 M1 SW BONFIELD (Lat: 41.125819, Lng: -88.068294), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 80%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN, Facility Carried by Structure: TR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463423, Location: 2.5 MI SW BONFIELD (Lat: 41.131858, Lng: -88.082447), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.732, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463423, Location: 2.5 MI SW BONFIELD (Lat: 41.131858, Lng: -88.082447), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 54 (year 2032), Design Load: HS 20, Features Intersected: LEHIGH RAYMOND RUN, Facility Carried by Structure: TR 101A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.732, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463428, Location: 1 MILE N OF BONFIELD (Lat: 41.161394, Lng: -88.055586), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: BONFIELD BROOK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463428, Location: 1 MILE N OF BONFIELD (Lat: 41.161394, Lng: -88.055586), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: BONFIELD BROOK, Facility Carried by Structure: TR 75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than 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 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 46345, Location: .6 MI N BONFIELD (Lat: 41.159558, Lng: -88.049656), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 703 (year 2032), Design Load: HS 20, Features Intersected: N BONFIELD BROOK, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 46345, Location: .6 MI N BONFIELD (Lat: 41.159558, Lng: -88.049656), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 703 (year 2032), Design Load: HS 20, Features Intersected: N BONFIELD BROOK, Facility Carried by Structure: CH 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 463479, Location: 2.8 MI S BONFIELD (Lat: 41.101642, Lng: -88.064931), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: TR 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.327, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 463479, Location: 2.8 MI S BONFIELD (Lat: 41.101642, Lng: -88.064931), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: TR 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.327, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 463481, Location: 5600N, 9250W (Lat: 41.201569, Lng: -88.055350), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: TERRY CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), 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: 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: 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: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 463481, Location: 5600N, 9250W (Lat: 41.201569, Lng: -88.055350), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: TERRY CREEK, Facility Carried by Structure: TR 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), 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: 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: 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: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 46349, Location: 1 MI W GOODRICH (Lat: 41.112081, Lng: -88.077069), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: TR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 46349, Location: 1 MI W GOODRICH (Lat: 41.112081, Lng: -88.077069), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 81 (year 2032), Design Load: HS 20, Features Intersected: HORSE CREEK, Facility Carried by Structure: TR 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels