Bridge Statistics for Bondville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 72ft / 22.0mTotal length
- 35,925Total average daily traffic
- 6,604Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bondville
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 31980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 55.6%Very good
- 22.2%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 87.5%Very good
- 12.5%Good
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Structure Number: 100146, Location: N EDGE BONDVILLE (Lat: 40.120200, Lng: -88.369619), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 677 (year 2032), Design Load: HS 15, Features Intersected: I-72, Facility Carried by Structure: MARKET ST (CH 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100146, Location: N EDGE BONDVILLE (Lat: 40.120200, Lng: -88.369619), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 677 (year 2032), Design Load: HS 15, Features Intersected: I-72, Facility Carried by Structure: MARKET ST (CH 19)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100203, Location: NE OF BONDVILLE (Lat: 40.120389, Lng: -88.348097), Route carried "on" structure: Interstate 72, Year Built: 1968, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 7,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 100203, Location: NE OF BONDVILLE (Lat: 40.120389, Lng: -88.348097), Route carried "on" structure: Interstate 72, Year Built: 1968, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 7,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 100204, Location: NE OF BONDVILLE (Lat: 40.120389, Lng: -88.347900), Route carried "on" structure: Interstate 72, Year Built: 1968, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 7,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 100204, Location: NE OF BONDVILLE (Lat: 40.120389, Lng: -88.347900), Route carried "on" structure: Interstate 72, Year Built: 1968, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 7,501 (year 2032), Design Load: HS 20+Mod, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 289.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 100267, Location: 1 MI E BONDVILLE (Lat: 40.113242, Lng: -88.348397), Route carried "on" structure: State highway 10, Year Built: 1992, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,553 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100267, Location: 1 MI E BONDVILLE (Lat: 40.113242, Lng: -88.348397), Route carried "on" structure: State highway 10, Year Built: 1992, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,553 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104173, Location: 4.4 MI WNW CHAMPAIGN (Lat: 40.127750, Lng: -88.346828), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 775 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 902 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA DITCH, Facility Carried by Structure: TR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104173, Location: 4.4 MI WNW CHAMPAIGN (Lat: 40.127750, Lng: -88.346828), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 775 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 902 (year 2032), Design Load: HS 20, Features Intersected: KASKASKIA DITCH, Facility Carried by Structure: TR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104205, Location: 3.5 MI SE SEYMOUR (Lat: 40.069669, Lng: -88.380633), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: E LAKE FORK DITCH, Facility Carried by Structure: TR 217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104205, Location: 3.5 MI SE SEYMOUR (Lat: 40.069669, Lng: -88.380633), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: E LAKE FORK DITCH, Facility Carried by Structure: TR 217
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104318, Location: 6.3 MI NNW SADORUS (Lat: 40.053178, Lng: -88.387811), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: EAST LAKE FORK DITCH, Facility Carried by Structure: TR 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104318, Location: 6.3 MI NNW SADORUS (Lat: 40.053178, Lng: -88.387811), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: EAST LAKE FORK DITCH, Facility Carried by Structure: TR 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.663, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 22.6m (74.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104437, Location: 6.5 MI NW OF SADORUS (Lat: 40.055189, Lng: -88.386661), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: E LAKE FORK DRAIN D, Facility Carried by Structure: TR 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104437, Location: 6.5 MI NW OF SADORUS (Lat: 40.055189, Lng: -88.386661), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: E LAKE FORK DRAIN D, Facility Carried by Structure: TR 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.502, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104475, Location: 2 MI SE OF SEYMOUR (Lat: 40.084181, Lng: -88.392006), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: KANKAKEE DRAINAGE DI, Facility Carried by Structure: TR 209
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104475, Location: 2 MI SE OF SEYMOUR (Lat: 40.084181, Lng: -88.392006), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: KANKAKEE DRAINAGE DI, Facility Carried by Structure: TR 209
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 100146, Location: N EDGE BONDVILLE (Lat: 40.120350, Lng: -88.369619), Route carried "under" structure: Interstate 72, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2021), Truck Traffic: 20%, Features Intersected: I-72, Facility Carried by Structure: MARKET ST (CH 19)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 287.501, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
Structure Number: 100146, Location: N EDGE BONDVILLE (Lat: 40.120350, Lng: -88.369619), Route carried "under" structure: Interstate 72, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2021), Truck Traffic: 20%, Features Intersected: I-72, Facility Carried by Structure: MARKET ST (CH 19)
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 287.501, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)