Bridge Statistics for Urbana, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 51900-1909
- 21930-1939
- 91950-1959
- 131960-1969
- 71970-1979
- 81980-1989
- 31990-1999
- 32000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 11950-1959
- 01960-1969
- 01970-1979
- 81980-1989
- 11990-1999
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 13.9%Very good
- 27.8%Good
- 33.3%Satisfactory
- 19.4%Fair
- 2.8%Poor
- 2.8%Serious
- Bridge Condition - Superstructure
- 16.2%Very good
- 24.3%Good
- 21.6%Satisfactory
- 21.6%Fair
- 10.8%Poor
- 5.4%Serious
- Bridge Condition - Substructure
- 29.7%Very good
- 29.7%Good
- 16.2%Satisfactory
- 16.2%Fair
- 8.1%Poor
- Bridge Condition - Channel
- 5.1%Excellent
- 38.5%Very good
- 28.2%Good
- 23.1%Satisfactory
- 5.1%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
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Structure Number: 100021, Location: CHAMPAIGN (Lat: 40.134853, Lng: -88.231181), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 2020, Status: Open, Structure Length: 22.10m (72.51ft), Average Daily Traffic: 61,200 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 64,973 (year 2032), Design Load: HS 20, Features Intersected: IC RR & TR 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.661, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 68.7m (225.4ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100021, Location: CHAMPAIGN (Lat: 40.134853, Lng: -88.231181), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 2020, Status: Open, Structure Length: 22.10m (72.51ft), Average Daily Traffic: 61,200 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 64,973 (year 2032), Design Load: HS 20, Features Intersected: IC RR & TR 158
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.661, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 68.7m (225.4ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 36.9m (121.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100022, Location: N OF URBANA (Lat: 40.135078, Lng: -88.210506), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,918 (year 2032), Design Load: HS 20, Features Intersected: W FORK SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.592, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), 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: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100022, Location: N OF URBANA (Lat: 40.135078, Lng: -88.210506), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,918 (year 2032), Design Load: HS 20, Features Intersected: W FORK SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.592, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), 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: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100023, Location: N OF URBANA (Lat: 40.135081, Lng: -88.210311), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,918 (year 2032), Design Load: HS 20, Features Intersected: W FORK SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.608, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), 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: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100023, Location: N OF URBANA (Lat: 40.135081, Lng: -88.210311), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 25,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 27,918 (year 2032), Design Load: HS 20, Features Intersected: W FORK SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.608, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), 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: 17.5m (57.4ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100024, Location: N OF URBANA (Lat: 40.133794, Lng: -88.195719), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 50,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 66,700 (year 2036), Design Load: HS 20, Features Intersected: US 45(FAP 800)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.863, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 27.8m (91.2ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100024, Location: N OF URBANA (Lat: 40.133794, Lng: -88.195719), Route carried "on" structure: Interstate 74, Year Built: 1956, Year Reconstructed: 1992, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 50,000 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 66,700 (year 2036), Design Load: HS 20, Features Intersected: US 45(FAP 800)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.863, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 27.8m (91.2ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100025, Location: 1 MI E OF US 45 (Lat: 40.126039, Lng: -88.181522), Route carried "on" structure: Interstate 74, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 16,800 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 18,725 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100025, Location: 1 MI E OF US 45 (Lat: 40.126039, Lng: -88.181522), Route carried "on" structure: Interstate 74, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 16,800 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 18,725 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100026, Location: 1 MI E OF US 45 (Lat: 40.125939, Lng: -88.181411), Route carried "on" structure: Interstate 74, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 16,800 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 18,725 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100026, Location: 1 MI E OF US 45 (Lat: 40.125939, Lng: -88.181411), Route carried "on" structure: Interstate 74, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 16,800 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 18,725 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100033, Location: E OF URBANA (Lat: 40.121614, Lng: -88.173192), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,766 (year 2032), Design Load: HS 20, Features Intersected: I-74 & RMP 17.17, Facility Carried by Structure: I-74 RAMP17.79&17.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 10074041, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100033, Location: E OF URBANA (Lat: 40.121614, Lng: -88.173192), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,766 (year 2032), Design Load: HS 20, Features Intersected: I-74 & RMP 17.17, Facility Carried by Structure: I-74 RAMP17.79&17.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 10074041, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100046, Location: N OF FIVE POINTS (Lat: 40.119319, Lng: -88.203383), Route carried "on" structure: US 45, Year Built: 1936, Year Reconstructed: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 18,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,718 (year 2032), Design Load: H 15, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.557, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 100046, Location: N OF FIVE POINTS (Lat: 40.119319, Lng: -88.203383), Route carried "on" structure: US 45, Year Built: 1936, Year Reconstructed: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 18,700 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 25,718 (year 2032), Design Load: H 15, Features Intersected: SALINE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 399.557, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 100158, Location: CHAMPAIGN (Lat: 40.135275, Lng: -88.219569), Route carried "on" structure: Other road , Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,423 (year 2032), Design Load: HS 20, Features Intersected: I-74, Facility Carried by Structure: FAU7177(LINC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,440,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100158, Location: CHAMPAIGN (Lat: 40.135275, Lng: -88.219569), Route carried "on" structure: Other road , Year Built: 1956, Year Reconstructed: 1990, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,423 (year 2032), Design Load: HS 20, Features Intersected: I-74, Facility Carried by Structure: FAU7177(LINC)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.170, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,440,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100173, Location: NE OF URBANA (Lat: 40.129167, Lng: -88.185058), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,117 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: TR 173(FAU 7110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100173, Location: NE OF URBANA (Lat: 40.129167, Lng: -88.185058), Route carried "on" structure: Other road , Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,117 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: TR 173(FAU 7110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100175, Location: E OF URBANA (Lat: 40.120572, Lng: -88.162706), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 3,250 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,779 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: HIGHCROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $36,000, Total Project Cost: $547,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 100175, Location: E OF URBANA (Lat: 40.120572, Lng: -88.162706), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 3,250 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 3,779 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: HIGHCROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $36,000, Total Project Cost: $547,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 100177, Location: 2 MI W OF MAYVIEW (Lat: 40.120708, Lng: -88.143672), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 846 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100177, Location: 2 MI W OF MAYVIEW (Lat: 40.120708, Lng: -88.143672), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 846 (year 2032), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 100194, Location: 0.5 MI E US 45 (Lat: 40.130458, Lng: -88.186672), Route carried "on" structure: Interstate 74, Year Built: 1960, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,600 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 37,450 (year 2032), Design Load: HS 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.748, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 100194, Location: 0.5 MI E US 45 (Lat: 40.130458, Lng: -88.186672), Route carried "on" structure: Interstate 74, Year Built: 1960, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,600 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 37,450 (year 2032), Design Load: HS 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.748, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 100222, Location: S OF FIVE POINTS (Lat: 40.115883, Lng: -88.205056), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 17,300 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 22,222 (year 2032), Design Load: HS 20, Features Intersected: BONEYARD CREEK, Facility Carried by Structure: VINE ST(FAU 7183)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: December 2020
Structure Number: 100222, Location: S OF FIVE POINTS (Lat: 40.115883, Lng: -88.205056), Route carried "on" structure: Other road , Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 17,300 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 22,222 (year 2032), Design Load: HS 20, Features Intersected: BONEYARD CREEK, Facility Carried by Structure: VINE ST(FAU 7183)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: December 2020
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Structure Number: 100229, Location: 1.5 MI E OF URBANA (Lat: 40.120319, Lng: -88.150819), Route carried "on" structure: Interstate 74, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 28,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 33,840 (year 2032), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 100229, Location: 1.5 MI E OF URBANA (Lat: 40.120319, Lng: -88.150819), Route carried "on" structure: Interstate 74, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 28,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 33,840 (year 2032), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.224, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 100237, Location: E OF LEVERETT (Lat: 40.189278, Lng: -88.193181), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2008, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,764 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH DITCH, Facility Carried by Structure: CH 20(FAS 502)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 100237, Location: E OF LEVERETT (Lat: 40.189278, Lng: -88.193181), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2008, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 2,764 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH DITCH, Facility Carried by Structure: CH 20(FAS 502)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 100288, Location: 1 MI NW OF MAYVIEW (Lat: 40.120900, Lng: -88.124692), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 169 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-74, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100288, Location: 1 MI NW OF MAYVIEW (Lat: 40.120900, Lng: -88.124692), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 169 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-74, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102018, Location: E EDGE OF URBANA (Lat: 40.091258, Lng: -88.162294), Route carried "on" structure: State highway 130, Year Built: 1987, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 7,550 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,855 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.329, 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: 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: 34.3 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: 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 2019
Structure Number: 102018, Location: E EDGE OF URBANA (Lat: 40.091258, Lng: -88.162294), Route carried "on" structure: State highway 130, Year Built: 1987, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 7,550 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 8,855 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 213.329, 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: 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: 34.3 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: 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 2019
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Structure Number: 102039, Location: E OF URBANA (Lat: 40.113503, Lng: -88.143631), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2019
Structure Number: 102039, Location: E OF URBANA (Lat: 40.113503, Lng: -88.143631), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 900 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: January 2019
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Structure Number: 102045, Location: 1.5 MI E of Urbana (Lat: 40.120411, Lng: -88.134753), Route carried "on" structure: Interstate 74, Year Built: 2018, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 28,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 38,000 (year 2038), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.592, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 102045, Location: 1.5 MI E of Urbana (Lat: 40.120411, Lng: -88.134753), Route carried "on" structure: Interstate 74, Year Built: 2018, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 28,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 38,000 (year 2038), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.592, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 103226, Location: 4.8 MI SW ST JOSEPH (Lat: 40.087356, Lng: -88.124292), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 282 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.208, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 103226, Location: 4.8 MI SW ST JOSEPH (Lat: 40.087356, Lng: -88.124292), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 282 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.208, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104033, Location: NE Edge Urbana (Lat: 40.139706, Lng: -88.162889), Route carried "on" structure: Other road , Year Built: 1974, Status: Temporarily open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,651 (year 2032), Design Load: HS 15, Features Intersected: Saline Branch, Facility Carried by Structure: FAU7196 Highcross
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 104033, Location: NE Edge Urbana (Lat: 40.139706, Lng: -88.162889), Route carried "on" structure: Other road , Year Built: 1974, Status: Temporarily open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,651 (year 2032), Design Load: HS 15, Features Intersected: Saline Branch, Facility Carried by Structure: FAU7196 Highcross
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 104044, Location: 2 MI E OF URBANA (Lat: 40.125886, Lng: -88.143703), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 282 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up
Structure Number: 104044, Location: 2 MI E OF URBANA (Lat: 40.125886, Lng: -88.143703), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 282 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH, Facility Carried by Structure: FAU 7206
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up
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Structure Number: 104061, Location: NE EDGE OF URBANA (Lat: 40.128158, Lng: -88.186725), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,117 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAU 7110(TR 173)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104061, Location: NE EDGE OF URBANA (Lat: 40.128158, Lng: -88.186725), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,117 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: FAU 7110(TR 173)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104099, Location: NE EDGE OF URBANA (Lat: 40.127581, Lng: -88.174294), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH DITCH, Facility Carried by Structure: FAU 7200(PERKINS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 104099, Location: NE EDGE OF URBANA (Lat: 40.127581, Lng: -88.174294), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 1,450 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,523 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH DITCH, Facility Carried by Structure: FAU 7200(PERKINS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 104136, Location: 2.6 MI S LEVERETT (Lat: 40.150850, Lng: -88.215189), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 310 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104136, Location: 2.6 MI S LEVERETT (Lat: 40.150850, Lng: -88.215189), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 310 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104137, Location: 1.2 MI NW MAYVIEW (Lat: 40.127817, Lng: -88.124769), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 141 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.766, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104137, Location: 1.2 MI NW MAYVIEW (Lat: 40.127817, Lng: -88.124769), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 141 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.766, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10415, Location: C CLUB RD NCL URBANA (Lat: 40.127469, Lng: -88.210211), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,835 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 179(FAU 7110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 10415, Location: C CLUB RD NCL URBANA (Lat: 40.127469, Lng: -88.210211), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 4,200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,835 (year 2032), Design Load: HS 20, Features Intersected: SALINE BR DRAIN DIT, Facility Carried by Structure: TR 179(FAU 7110)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 104216, Location: 4.2 MI SE URBANA (Lat: 40.073150, Lng: -88.143039), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), 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: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104216, Location: 4.2 MI SE URBANA (Lat: 40.073150, Lng: -88.143039), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), 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: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104272, Location: 1 MI NE URBANA (Lat: 40.127472, Lng: -88.186842), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 179 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104272, Location: 1 MI NE URBANA (Lat: 40.127472, Lng: -88.186842), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 179 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal 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: 15.8m (51.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10428, Location: 2 MI S OF MAYVIEW (Lat: 40.084019, Lng: -88.108881), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,297 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, 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: 18.6m (61.0ft), 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: 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: Meets minimum limits, Waterway Adequacy: Better than 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: Gravel
Structure Number: 10428, Location: 2 MI S OF MAYVIEW (Lat: 40.084019, Lng: -88.108881), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,297 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.766, 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: 18.6m (61.0ft), 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: 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: Meets minimum limits, Waterway Adequacy: Better than 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: Gravel
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Structure Number: 104308, Location: 2 MI S OF URBANA (Lat: 40.051203, Lng: -88.209203), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 172 F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104308, Location: 2 MI S OF URBANA (Lat: 40.051203, Lng: -88.209203), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 700 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 172 F
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 13.1m (43.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10437, Location: 2 MI E OF SAVOY (Lat: 40.054519, Lng: -88.215297), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: EMBARRAS RIVER, Facility Carried by Structure: TR 225 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 15.4m (50.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10437, Location: 2 MI E OF SAVOY (Lat: 40.054519, Lng: -88.215297), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: EMBARRAS RIVER, Facility Carried by Structure: TR 225 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 15.4m (50.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104419, Location: 1.3 MI SE LEVERETT (Lat: 40.171031, Lng: -88.204008), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 733 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH, Facility Carried by Structure: TR 141 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.085, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Preformed Fabric
Structure Number: 104419, Location: 1.3 MI SE LEVERETT (Lat: 40.171031, Lng: -88.204008), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 733 (year 2032), Design Load: HS 20, Features Intersected: SALINE BRANCH, Facility Carried by Structure: TR 141 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.085, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Preformed Fabric
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Structure Number: 10443, Location: .7 MI N OF DEERS (Lat: 40.065442, Lng: -88.124028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.702, Lanes on structure: 2, Owner: Town or Township 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: 13.3m (43.6ft), 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10443, Location: .7 MI N OF DEERS (Lat: 40.065442, Lng: -88.124028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.702, Lanes on structure: 2, Owner: Town or Township 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: 13.3m (43.6ft), 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104532, Location: 4.2 MI WNW ST. JOE (Lat: 40.125428, Lng: -88.133425), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 338 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED DITCH, Facility Carried by Structure: TR 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104532, Location: 4.2 MI WNW ST. JOE (Lat: 40.125428, Lng: -88.133425), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 175 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 338 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED DITCH, Facility Carried by Structure: TR 181
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104537, Location: 2.0 MI SSE 130/150 (Lat: 40.088989, Lng: -88.143308), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 20, Features Intersected: BR OF SALT FORK, Facility Carried by Structure: TR 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104537, Location: 2.0 MI SSE 130/150 (Lat: 40.088989, Lng: -88.143308), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 564 (year 2032), Design Load: HS 20, Features Intersected: BR OF SALT FORK, Facility Carried by Structure: TR 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104541, Location: N EDGE OF URBANA (Lat: 40.142878, Lng: -88.219939), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 1,297 (year 2032), Design Load: HS 25 or greater, Features Intersected: SALINE BR DRAIN DT, Facility Carried by Structure: FAU 7177 LINCOLN A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 104541, Location: N EDGE OF URBANA (Lat: 40.142878, Lng: -88.219939), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 39%, Average Future Daily Traffic: 1,297 (year 2032), Design Load: HS 25 or greater, Features Intersected: SALINE BR DRAIN DT, Facility Carried by Structure: FAU 7177 LINCOLN A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1059, Location: IN CRYSTAL LAKE PARK (Lat: 40.123789, Lng: -88.209806), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 123 (year 2032), Features Intersected: SALINE BRANCH, Facility Carried by Structure: TR 946
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1059, Location: IN CRYSTAL LAKE PARK (Lat: 40.123789, Lng: -88.209806), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 123 (year 2032), Features Intersected: SALINE BRANCH, Facility Carried by Structure: TR 946
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 106109, Location: N OF GREEN ST (Lat: 40.112042, Lng: -88.216064), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1955, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2032), Design Load: HS 20, Features Intersected: BONEYARD CREEK, Facility Carried by Structure: COLER AV(MS 6120)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Very good, 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106109, Location: N OF GREEN ST (Lat: 40.112042, Lng: -88.216064), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1955, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 620 (year 2032), Design Load: HS 20, Features Intersected: BONEYARD CREEK, Facility Carried by Structure: COLER AV(MS 6120)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Very good, 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous