Bridge Statistics for Smithboro, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 194ft / 58.9mTotal length
- $51,000Total costs
- 102,110Total average daily traffic
- 41,052Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Smithboro
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11920-1929
- 31940-1949
- 101960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 01990-1999
- 02000-2009
- 42010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 53.3%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 26.7%Very good
- 60.0%Good
- 13.3%Satisfactory
- Bridge Condition - Channel
- 37.5%Very good
- 25.0%Good
- 12.5%Satisfactory
- 25.0%Fair
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Structure Number: 30011, Location: 2.6 MI E ILL 127 (Lat: 38.882008, Lng: -89.340472), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT MOUND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.490, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30011, Location: 2.6 MI E ILL 127 (Lat: 38.882008, Lng: -89.340472), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT MOUND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.490, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30012, Location: 2.6 MI E ILL 127 (Lat: 38.882081, Lng: -89.340311), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT MOUND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Low Slump Concrete
Structure Number: 30012, Location: 2.6 MI E ILL 127 (Lat: 38.882081, Lng: -89.340311), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: PLEASANT MOUND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Low Slump Concrete
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Structure Number: 30013, Location: 2.9 MI E OF ILL 127 (Lat: 38.883519, Lng: -89.337006), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30013, Location: 2.9 MI E OF ILL 127 (Lat: 38.883519, Lng: -89.337006), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30014, Location: 2.9 MI E OF ILL 127 (Lat: 38.883592, Lng: -89.336842), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30014, Location: 2.9 MI E OF ILL 127 (Lat: 38.883592, Lng: -89.336842), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 2018, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 12,050 (year 2021), Truck Traffic: 42%, Average Future Daily Traffic: 9,573 (year 2032), Design Load: HS 20+Mod, Features Intersected: BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30018, Location: AT SMITHBORO (Lat: 38.896275, Lng: -89.344117), Route carried "on" structure: US 40, Year Built: 1942, Year Reconstructed: 1988, Status: Open, Structure Length: 8.43m (27.66ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,999 (year 2032), Design Load: HS 20, Features Intersected: B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.474, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 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, Underclear: Equal to 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30018, Location: AT SMITHBORO (Lat: 38.896275, Lng: -89.344117), Route carried "on" structure: US 40, Year Built: 1942, Year Reconstructed: 1988, Status: Open, Structure Length: 8.43m (27.66ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,999 (year 2032), Design Load: HS 20, Features Intersected: B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.474, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 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, Underclear: Equal to 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, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30019, Location: IN SMITHBORO (Lat: 38.897539, Lng: -89.340750), Route carried "on" structure: US 40, Year Built: 1942, Year Reconstructed: 1989, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,999 (year 2032), Design Load: H 20, Features Intersected: Main St / FAS 1748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.796, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30019, Location: IN SMITHBORO (Lat: 38.897539, Lng: -89.340750), Route carried "on" structure: US 40, Year Built: 1942, Year Reconstructed: 1989, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,999 (year 2032), Design Load: H 20, Features Intersected: Main St / FAS 1748
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.796, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30045, Location: 3.4 MI E ILL 127 (Lat: 38.886919, Lng: -89.329250), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 158 (year 2032), Design Load: HS 15, Features Intersected: FAI 70, Facility Carried by Structure: SMITHBORO RD-TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
Structure Number: 30045, Location: 3.4 MI E ILL 127 (Lat: 38.886919, Lng: -89.329250), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 158 (year 2032), Design Load: HS 15, Features Intersected: FAI 70, Facility Carried by Structure: SMITHBORO RD-TR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
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Structure Number: 30046, Location: 4.1 MI E ILL 127 (Lat: 38.893378, Lng: -89.317283), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 132 (year 2032), Design Load: HS 15, Features Intersected: FAI 70, Facility Carried by Structure: KING ROAD - TR 226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
Structure Number: 30046, Location: 4.1 MI E ILL 127 (Lat: 38.893378, Lng: -89.317283), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.94m (26.05ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 132 (year 2032), Design Load: HS 15, Features Intersected: FAI 70, Facility Carried by Structure: KING ROAD - TR 226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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
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Structure Number: 32003, Location: 0.5 M SO SMITHBORO (Lat: 38.888981, Lng: -89.340681), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 342 (year 2032), Features Intersected: TRIB TO BEAVER CREEK, Facility Carried by Structure: S MAIN ST (FAS 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022
Structure Number: 32003, Location: 0.5 M SO SMITHBORO (Lat: 38.888981, Lng: -89.340681), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 342 (year 2032), Features Intersected: TRIB TO BEAVER CREEK, Facility Carried by Structure: S MAIN ST (FAS 174
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022
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Structure Number: 33506, Location: 2.5MI NW MULBERRY GR (Lat: 38.946308, Lng: -89.323456), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: BRANCH OF DRY BRANCH, Facility Carried by Structure: TR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 33506, Location: 2.5MI NW MULBERRY GR (Lat: 38.946308, Lng: -89.323456), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: BRANCH OF DRY BRANCH, Facility Carried by Structure: TR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $3,000, Total Project Cost: $29,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33519, Location: 2.75 NW MULBERRY GRO (Lat: 38.944011, Lng: -89.326925), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF KINGSBURY BR, Facility Carried by Structure: TR 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 33519, Location: 2.75 NW MULBERRY GRO (Lat: 38.944011, Lng: -89.326925), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF KINGSBURY BR, Facility Carried by Structure: TR 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 3352, Location: 3.50 W MULBERRY GRO (Lat: 38.942619, Lng: -89.338878), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: KINGSBURY BRANCH, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, 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: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 3352, Location: 3.50 W MULBERRY GRO (Lat: 38.942619, Lng: -89.338878), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: KINGSBURY BRANCH, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, 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: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33521, Location: 2.25 MI N.SMITHBORO (Lat: 38.935656, Lng: -89.340422), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: TRIB KINGSBURY RESEV, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, 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: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 33521, Location: 2.25 MI N.SMITHBORO (Lat: 38.935656, Lng: -89.340422), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: TRIB KINGSBURY RESEV, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, 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: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33522, Location: 2.5MI NE SMITHBORO (Lat: 38.939433, Lng: -89.326808), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO KINGSBURY BR, Facility Carried by Structure: TR 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 33522, Location: 2.5MI NE SMITHBORO (Lat: 38.939433, Lng: -89.326808), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 105 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO KINGSBURY BR, Facility Carried by Structure: TR 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.1m (36.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33523, Location: 3.5 M.W. MULBERRY GR (Lat: 38.932353, Lng: -89.340625), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO KINGSBURY CR, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 33523, Location: 3.5 M.W. MULBERRY GR (Lat: 38.932353, Lng: -89.340625), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 79 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO KINGSBURY CR, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33703, Location: 3M SW MULBERRY GROVE (Lat: 38.874181, Lng: -89.293400), Route carried "on" structure: County highway , Year Built: 1915, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 105 (year 2032), Features Intersected: AVERY BRANCH, Facility Carried by Structure: TR 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000
Structure Number: 33703, Location: 3M SW MULBERRY GROVE (Lat: 38.874181, Lng: -89.293400), Route carried "on" structure: County highway , Year Built: 1915, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 105 (year 2032), Features Intersected: AVERY BRANCH, Facility Carried by Structure: TR 240
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.513, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000
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Structure Number: 30011, Location: 2.6 MI E ILL 127 (Lat: 38.882081, Lng: -89.340311), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Features Intersected: PLEASANT MOUND AVE, Facility Carried by Structure: FAI 70 EB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
Structure Number: 30011, Location: 2.6 MI E ILL 127 (Lat: 38.882081, Lng: -89.340311), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Features Intersected: PLEASANT MOUND AVE, Facility Carried by Structure: FAI 70 EB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
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Structure Number: 30012, Location: 2.6 MI E ILL 127 (Lat: 38.882361, Lng: -89.340319), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Features Intersected: PLEASANT MOUND AVE, Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 2.012, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
Structure Number: 30012, Location: 2.6 MI E ILL 127 (Lat: 38.882361, Lng: -89.340319), Route carried "under" structure: County highway , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Features Intersected: PLEASANT MOUND AVE, Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 2.012, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.9m (45.6ft)
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Structure Number: 30019, Location: IN SMITHBORO (Lat: 38.897539, Lng: -89.340750), Route carried "under" structure: County highway , Year Built: 1942, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 9%, Features Intersected: Main St / FAS 1748, Facility Carried by Structure: US 40 / FAS 1751
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 30019, Location: IN SMITHBORO (Lat: 38.897539, Lng: -89.340750), Route carried "under" structure: County highway , Year Built: 1942, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 9%, Features Intersected: Main St / FAS 1748, Facility Carried by Structure: US 40 / FAS 1751
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 30045, Location: 3.4 MI E ILL 127 (Lat: 38.886919, Lng: -89.329250), Route carried "under" structure: Interstate 70, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,100 (year 2021), Truck Traffic: 42%, Features Intersected: FAI 70, Facility Carried by Structure: SMITHBORO RD-TR 16
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 84.585, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 30045, Location: 3.4 MI E ILL 127 (Lat: 38.886919, Lng: -89.329250), Route carried "under" structure: Interstate 70, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 24,100 (year 2021), Truck Traffic: 42%, Features Intersected: FAI 70, Facility Carried by Structure: SMITHBORO RD-TR 16
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 84.585, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 30046, Location: 4.1 MI E ILL 127 (Lat: 38.892911, Lng: -89.317281), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 24,100 (year 2021), Truck Traffic: 42%, Features Intersected: FAI 70, Facility Carried by Structure: KING ROAD - TR 226
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 85.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)
Structure Number: 30046, Location: 4.1 MI E ILL 127 (Lat: 38.892911, Lng: -89.317281), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 24,100 (year 2021), Truck Traffic: 42%, Features Intersected: FAI 70, Facility Carried by Structure: KING ROAD - TR 226
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 85.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.3m (79.7ft)