Bridge Statistics for Oglesby, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 1,191ft / 363mTotal length
- $360,000Total costs
- 125,650Total average daily traffic
- 34,145Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oglesby
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 101980-1989
- 21990-1999
- 42000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 21.4%Very good
- 21.4%Good
- 35.7%Satisfactory
- 7.1%Fair
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Superstructure
- 26.7%Very good
- 46.7%Satisfactory
- 13.3%Fair
- 6.7%Poor
- 6.7%Serious
- Bridge Condition - Substructure
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Poor
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Structure Number: 500019, Location: 2.0 MI S OF US 6 (Lat: 41.310731, Lng: -89.077717), Route carried "on" structure: State highway 351, Year Built: 1939, Year Reconstructed: 1995, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 4,750 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,585 (year 2032), Design Load: H 20, Features Intersected: LONE STAR CEMENT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500019, Location: 2.0 MI S OF US 6 (Lat: 41.310731, Lng: -89.077717), Route carried "on" structure: State highway 351, Year Built: 1939, Year Reconstructed: 1995, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 4,750 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 5,585 (year 2032), Design Load: H 20, Features Intersected: LONE STAR CEMENT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500096, Location: 3.7 MI S OF ILL 71 (Lat: 41.256072, Lng: -89.012111), Route carried "on" structure: State highway 178, Year Built: 1934, Year Reconstructed: 1989, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,899 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500096, Location: 3.7 MI S OF ILL 71 (Lat: 41.256072, Lng: -89.012111), Route carried "on" structure: State highway 178, Year Built: 1934, Year Reconstructed: 1989, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,899 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500191, Location: 2.82 MI S OF I-80 (Lat: 41.310489, Lng: -89.082831), Route carried "on" structure: Interstate 39, Year Built: 1984, Year Reconstructed: 2007, Status: Open, Structure Length: 217.08m (712.20ft), Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 19,436 (year 2032), Design Load: HS 20, Features Intersected: IL RV/IL 351/ BO RR
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 89.091, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 16.2m (53.1ft), Horizontal Clearance: 177.4m (582.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 43, Length of Maximum Span: 189.0m (620.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500191, Location: 2.82 MI S OF I-80 (Lat: 41.310489, Lng: -89.082831), Route carried "on" structure: Interstate 39, Year Built: 1984, Year Reconstructed: 2007, Status: Open, Structure Length: 217.08m (712.20ft), Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 19,436 (year 2032), Design Load: HS 20, Features Intersected: IL RV/IL 351/ BO RR
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 89.091, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 16.2m (53.1ft), Horizontal Clearance: 177.4m (582.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 43, Length of Maximum Span: 189.0m (620.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500198, Location: 2.21 M1 S.OF US 6 (Lat: 41.306081, Lng: -89.083161), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 363 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: N. 2575TH/FAU 6126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, 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: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500198, Location: 2.21 M1 S.OF US 6 (Lat: 41.306081, Lng: -89.083161), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 363 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: N. 2575TH/FAU 6126
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, 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: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500199, Location: .78 MI W /IL 71/351 (Lat: 41.295200, Lng: -89.082608), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,941 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: FAU 6093 WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 72.2m (236.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500199, Location: .78 MI W /IL 71/351 (Lat: 41.295200, Lng: -89.082608), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 5,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,941 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: FAU 6093 WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 72.2m (236.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5002, Location: .5 MI. N. ILL 71 (Lat: 41.275725, Lng: -89.081622), Route carried "on" structure: State highway 251, Year Built: 1986, Status: Open, Structure Length: 12.54m (41.14ft), Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.400, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 46.8m (153.5ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5002, Location: .5 MI. N. ILL 71 (Lat: 41.275725, Lng: -89.081622), Route carried "on" structure: State highway 251, Year Built: 1986, Status: Open, Structure Length: 12.54m (41.14ft), Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.400, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 46.8m (153.5ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500203, Location: 0.46 MI W OF IL 251 (Lat: 41.264969, Lng: -89.081061), Route carried "on" structure: State highway 71, Year Built: 1988, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,229 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500203, Location: 0.46 MI W OF IL 251 (Lat: 41.264969, Lng: -89.081061), Route carried "on" structure: State highway 71, Year Built: 1988, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,229 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500218, Location: 2.55 MI S OF US 6 (Lat: 41.308567, Lng: -89.068178), Route carried "on" structure: State highway 71, Year Built: 1995, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,133 (year 2032), Design Load: HS 20, Features Intersected: LONE STAR CEMENT RR, Facility Carried by Structure: ILL 351 FAP 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 75.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500218, Location: 2.55 MI S OF US 6 (Lat: 41.308567, Lng: -89.068178), Route carried "on" structure: State highway 71, Year Built: 1995, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 4,133 (year 2032), Design Load: HS 20, Features Intersected: LONE STAR CEMENT RR, Facility Carried by Structure: ILL 351 FAP 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 75.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500237, Location: 1.0 MI. S OF US 6 (Lat: 41.312367, Lng: -89.088969), Route carried "on" structure: State highway 351, Year Built: 2003, Status: Open, Structure Length: 54.10m (177.49ft), Average Daily Traffic: 4,750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,149 (year 2032), Design Load: HS 20, Features Intersected: IL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.856, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 109.7m (359.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 113.0m (370.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500237, Location: 1.0 MI. S OF US 6 (Lat: 41.312367, Lng: -89.088969), Route carried "on" structure: State highway 351, Year Built: 2003, Status: Open, Structure Length: 54.10m (177.49ft), Average Daily Traffic: 4,750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,149 (year 2032), Design Load: HS 20, Features Intersected: IL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.856, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 109.7m (359.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 113.0m (370.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500242, Location: 3.2 MI W OF IL 178 (Lat: 41.313022, Lng: -89.067517), Route carried "on" structure: State highway 71, Year Built: 2006, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,793 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.551, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 40.1m (131.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500242, Location: 3.2 MI W OF IL 178 (Lat: 41.313022, Lng: -89.067517), Route carried "on" structure: State highway 71, Year Built: 2006, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,793 (year 2032), Design Load: HS 20, Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.551, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 40.1m (131.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50204, Location: 2.25 MI S OF IL 71 (Lat: 41.276203, Lng: -89.010456), Route carried "on" structure: State highway 178, Year Built: 2007, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,569 (year 2032), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 50204, Location: 2.25 MI S OF IL 71 (Lat: 41.276203, Lng: -89.010456), Route carried "on" structure: State highway 178, Year Built: 2007, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,569 (year 2032), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.299, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 502045, Location: 0.40 MI NE IL 251 (Lat: 41.271042, Lng: -89.069714), Route carried "on" structure: State highway 71, Year Built: 2011, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,290 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED TRIB.VERM RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 502045, Location: 0.40 MI NE IL 251 (Lat: 41.271042, Lng: -89.069714), Route carried "on" structure: State highway 71, Year Built: 2011, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,290 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED TRIB.VERM RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 503215, Location: N 23RD E 600 (Lat: 41.265772, Lng: -89.050125), Route carried "on" structure: County highway , Year Built: 1931, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: H 15, Features Intersected: FORMER B&N RR, Facility Carried by Structure: TR 421
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 503215, Location: N 23RD E 600 (Lat: 41.265772, Lng: -89.050125), Route carried "on" structure: County highway , Year Built: 1931, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: H 15, Features Intersected: FORMER B&N RR, Facility Carried by Structure: TR 421
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 25.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 503534, Location: N.23RD, E.585 (Lat: 41.265714, Lng: -89.052053), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 421
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 503534, Location: N.23RD, E.585 (Lat: 41.265714, Lng: -89.052053), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 421
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 503592, Location: N2150 E950 (Lat: 41.259306, Lng: -88.983961), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 670 (year 2032), Design Load: H 15, Features Intersected: TRIB VERMILION R, Facility Carried by Structure: CO RD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 503592, Location: N2150 E950 (Lat: 41.259306, Lng: -88.983961), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 670 (year 2032), Design Load: H 15, Features Intersected: TRIB VERMILION R, Facility Carried by Structure: CO RD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 503617, Location: E 651, N 2525 (Lat: 41.302072, Lng: -89.037594), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 25 or greater, Features Intersected: Vermillion River, Facility Carried by Structure: CH. 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 503617, Location: E 651, N 2525 (Lat: 41.302072, Lng: -89.037594), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 25 or greater, Features Intersected: Vermillion River, Facility Carried by Structure: CH. 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.4 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 507301, Location: WALNUT ST OVER IC RR (Lat: 41.295169, Lng: -89.051336), Route carried "on" structure: Other road , Year Built: 1942, Year Reconstructed: 1986, Status: Temporarily open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,128 (year 2032), Design Load: HS 20, Features Intersected: ILL CENTRAL RR, Facility Carried by Structure: CH 23 EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 507301, Location: WALNUT ST OVER IC RR (Lat: 41.295169, Lng: -89.051336), Route carried "on" structure: Other road , Year Built: 1942, Year Reconstructed: 1986, Status: Temporarily open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,128 (year 2032), Design Load: HS 20, Features Intersected: ILL CENTRAL RR, Facility Carried by Structure: CH 23 EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 500191, Location: 2.82 MI S OF I-80 (Lat: 41.310781, Lng: -89.082769), Route carried "under" structure: State highway 351, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2021), Truck Traffic: 2%, Features Intersected: IL RV/IL 351/ BO RR, Facility Carried by Structure: I-39, US 51
Minimum Vertical Clearance: 11.35m (37.24ft), Kilometerpoint: 6.276, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 189.0m (620.1ft)
Structure Number: 500191, Location: 2.82 MI S OF I-80 (Lat: 41.310781, Lng: -89.082769), Route carried "under" structure: State highway 351, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2021), Truck Traffic: 2%, Features Intersected: IL RV/IL 351/ BO RR, Facility Carried by Structure: I-39, US 51
Minimum Vertical Clearance: 11.35m (37.24ft), Kilometerpoint: 6.276, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 189.0m (620.1ft)
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Structure Number: 500198, Location: 2.21 M1 S.OF US 6 (Lat: 41.306081, Lng: -89.083161), Route carried "under" structure: Interstate 39, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Features Intersected: I-39/US 51, Facility Carried by Structure: N. 2575TH/FAU 6126
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 88.849, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 500198, Location: 2.21 M1 S.OF US 6 (Lat: 41.306081, Lng: -89.083161), Route carried "under" structure: Interstate 39, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Features Intersected: I-39/US 51, Facility Carried by Structure: N. 2575TH/FAU 6126
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 88.849, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 500199, Location: .78 MI W /IL 71/351 (Lat: 41.295200, Lng: -89.082608), Route carried "under" structure: Interstate 39, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Features Intersected: I-39/US 51, Facility Carried by Structure: FAU 6093 WALNUT ST
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 87.642, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.2m (236.9ft)
Structure Number: 500199, Location: .78 MI W /IL 71/351 (Lat: 41.295200, Lng: -89.082608), Route carried "under" structure: Interstate 39, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 19,100 (year 2021), Truck Traffic: 37%, Features Intersected: I-39/US 51, Facility Carried by Structure: FAU 6093 WALNUT ST
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 87.642, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 72.2m (236.9ft)
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Structure Number: 5002, Location: .5 MI. N. ILL 71 (Lat: 41.275725, Lng: -89.081622), Route carried "under" structure: Interstate 39, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 17,100 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: IL 251/FAP 46
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 85.502, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.8m (153.5ft)
Structure Number: 5002, Location: .5 MI. N. ILL 71 (Lat: 41.275725, Lng: -89.081622), Route carried "under" structure: Interstate 39, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 17,100 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: IL 251/FAP 46
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 85.502, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.8m (153.5ft)
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Structure Number: 500203, Location: 0.46 MI W OF IL 251 (Lat: 41.264969, Lng: -89.081061), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 17,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: ILL 71 FAP 619
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 84.279, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.3m (178.1ft)
Structure Number: 500203, Location: 0.46 MI W OF IL 251 (Lat: 41.264969, Lng: -89.081061), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 17,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: ILL 71 FAP 619
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 84.279, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.3m (178.1ft)