Bridge Statistics for Tonica, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 167ft / 51.4mTotal length
- $167,000Total costs
- 140,425Total average daily traffic
- 37,776Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tonica
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41960-1969
- 161980-1989
- 41990-1999
- Bridge Condition - Deck
- 26.7%Very good
- 26.7%Good
- 40.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 26.7%Very good
- 40.0%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 46.7%Very good
- 33.3%Good
- 6.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 42.1%Very good
- 47.4%Good
- 10.5%Satisfactory
- Bridge Condition - Culverts
- 42.9%Very good
- 57.1%Good
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Structure Number: 500204, Location: 0.54 W OF IL 251 (Lat: 41.221350, Lng: -89.077769), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Future Daily Traffic: 503 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500204, Location: 0.54 W OF IL 251 (Lat: 41.221350, Lng: -89.077769), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.95m (22.80ft), Average Future Daily Traffic: 503 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 54
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.465, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500205, Location: 0.49 MI S OF CH 54 (Lat: 41.213733, Lng: -89.077767), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 9,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 9,550 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500205, Location: 0.49 MI S OF CH 54 (Lat: 41.213733, Lng: -89.077767), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 9,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 9,550 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500206, Location: 0.49 MI S OF CH 54 (Lat: 41.213589, Lng: -89.077767), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 9,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 9,550 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500206, Location: 0.49 MI S OF CH 54 (Lat: 41.213589, Lng: -89.077767), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 9,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 9,550 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500207, Location: 6.13 MI N OF IL 18 (Lat: 41.207094, Lng: -89.078550), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500207, Location: 6.13 MI N OF IL 18 (Lat: 41.207094, Lng: -89.078550), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 500208, Location: 4.0 MI N OF IL 18 (Lat: 41.177292, Lng: -89.075544), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 279 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: FAS 254 CH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 500208, Location: 4.0 MI N OF IL 18 (Lat: 41.177292, Lng: -89.075544), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 279 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: FAS 254 CH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.4m (165.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 502022, Location: 1.52 MI S OF CH 54 (Lat: 41.198972, Lng: -89.076667), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.941, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 502022, Location: 1.52 MI S OF CH 54 (Lat: 41.198972, Lng: -89.076667), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.941, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 67.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 502023, Location: 4.61 MI N OF ILL 18 (Lat: 41.185622, Lng: -89.075939), Route carried "on" structure: Interstate 39, Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.444, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: 25.6m (84.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 502023, Location: 4.61 MI N OF ILL 18 (Lat: 41.185622, Lng: -89.075939), Route carried "on" structure: Interstate 39, Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.444, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), 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: 25.6m (84.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 502024, Location: 4.01 MI N OF ILL 18 (Lat: 41.177144, Lng: -89.075717), Route carried "on" structure: Interstate 39, Year Built: 1988, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 74.494, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Febuary 2021
Structure Number: 502024, Location: 4.01 MI N OF ILL 18 (Lat: 41.177144, Lng: -89.075717), Route carried "on" structure: Interstate 39, Year Built: 1988, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 19,101 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 74.494, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Febuary 2021
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Structure Number: 502034, Location: 3.63 MI S OF ILL 71 (Lat: 41.212947, Lng: -89.068072), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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 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: Febuary 2021
Structure Number: 502034, Location: 3.63 MI S OF ILL 71 (Lat: 41.212947, Lng: -89.068072), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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 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: Febuary 2021
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Structure Number: 502035, Location: 4.0 MI S OF ILL 71 (Lat: 41.207875, Lng: -89.067742), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 desirable criteria, Deck Geometry: 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
Structure Number: 502035, Location: 4.0 MI S OF ILL 71 (Lat: 41.207875, Lng: -89.067742), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 desirable criteria, Deck Geometry: 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
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Structure Number: 502036, Location: 4.4 MI S OF ILL 71 (Lat: 41.202186, Lng: -89.067706), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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
Structure Number: 502036, Location: 4.4 MI S OF ILL 71 (Lat: 41.202186, Lng: -89.067706), Route carried "on" structure: State highway 251, Year Built: 1999, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,955 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.839, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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
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Structure Number: 503018, Location: N 2101,E 600 (Lat: 41.225853, Lng: -89.049608), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,349 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: FAS 1279
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.946, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503018, Location: N 2101,E 600 (Lat: 41.225853, Lng: -89.049608), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,349 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: FAS 1279
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.946, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.8 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503229, Location: N 18TH E 560 (Lat: 41.192342, Lng: -89.055514), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 491
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, 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: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.8 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503229, Location: N 18TH E 560 (Lat: 41.192342, Lng: -89.055514), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 150 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 491
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, 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: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.8 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503426, Location: E 3RD N 1840 (Lat: 41.196711, Lng: -89.106250), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR-48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503426, Location: E 3RD N 1840 (Lat: 41.196711, Lng: -89.106250), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR-48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503475, Location: E 4TH N 1950 (Lat: 41.214300, Lng: -89.086958), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 84 (year 2032), Design Load: H 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 68A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, 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: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503475, Location: E 4TH N 1950 (Lat: 41.214300, Lng: -89.086958), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 75 (year 2016), Average Future Daily Traffic: 84 (year 2032), Design Load: H 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 68A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, 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: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503496, Location: E 3RD RD N 1857 (Lat: 41.199925, Lng: -89.106239), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CR, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.616, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503496, Location: E 3RD RD N 1857 (Lat: 41.199925, Lng: -89.106239), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CR, Facility Carried by Structure: TR 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.616, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503499, Location: E 6TH N 1850 (Lat: 41.194844, Lng: -89.048269), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503499, Location: E 6TH N 1850 (Lat: 41.194844, Lng: -89.048269), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 104
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.173, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503514, Location: N 1950 TH E 550 (Lat: 41.214244, Lng: -89.054386), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 223 (year 2032), Design Load: HS 20, Features Intersected: BR BAILEY CR, Facility Carried by Structure: TR 471
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503514, Location: N 1950 TH E 550 (Lat: 41.214244, Lng: -89.054386), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 223 (year 2032), Design Load: HS 20, Features Intersected: BR BAILEY CR, Facility Carried by Structure: TR 471
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 503527, Location: N1851ST,E325TH (Lat: 41.199508, Lng: -89.104128), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 503527, Location: N1851ST,E325TH (Lat: 41.199508, Lng: -89.104128), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
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: 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: June 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 508101, Location: PONTIAC ST OV BAI CR (Lat: 41.214519, Lng: -89.063850), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 447 (year 2032), Design Load: HS 15, Features Intersected: BAILEY CREEK, Facility Carried by Structure: PONTIAC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 508101, Location: PONTIAC ST OV BAI CR (Lat: 41.214519, Lng: -89.063850), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 447 (year 2032), Design Load: HS 15, Features Intersected: BAILEY CREEK, Facility Carried by Structure: PONTIAC ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 508102, Location: 0.11 mi W IL251 (Lat: 41.212378, Lng: -89.069297), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 503 (year 2032), Features Intersected: BAILEY CR, Facility Carried by Structure: PEORIA & OTTAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $11,000, Total Project Cost: $167,000
Structure Number: 508102, Location: 0.11 mi W IL251 (Lat: 41.212378, Lng: -89.069297), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 503 (year 2032), Features Intersected: BAILEY CR, Facility Carried by Structure: PEORIA & OTTAWA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $11,000, Total Project Cost: $167,000
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Structure Number: 508103, Location: OAK ST OV BAILEY CR (Lat: 41.213056, Lng: -89.065694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 168 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: OAK ST IN TONICA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 508103, Location: OAK ST OV BAILEY CR (Lat: 41.213056, Lng: -89.065694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 12%, Average Future Daily Traffic: 168 (year 2032), Design Load: HS 20, Features Intersected: BAILEY CREEK, Facility Carried by Structure: OAK ST IN TONICA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal 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: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 500204, Location: 0.54 W OF IL 251 (Lat: 41.221350, Lng: -89.077769), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 19,300 (year 2021), Truck Traffic: 27%, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 54
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 79.403, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 500204, Location: 0.54 W OF IL 251 (Lat: 41.221350, Lng: -89.077769), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 19,300 (year 2021), Truck Traffic: 27%, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 54
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 79.403, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 500207, Location: 6.13 MI N OF IL 18 (Lat: 41.206981, Lng: -89.077706), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 77.842, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
Structure Number: 500207, Location: 6.13 MI N OF IL 18 (Lat: 41.206981, Lng: -89.077706), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 483
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 77.842, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.0m (187.0ft)
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Structure Number: 500208, Location: 4.0 MI N OF IL 18 (Lat: 41.177289, Lng: -89.075719), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: FAS 254 CH 5
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 74.511, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.4m (165.4ft)
Structure Number: 500208, Location: 4.0 MI N OF IL 18 (Lat: 41.177289, Lng: -89.075719), Route carried "under" structure: Interstate 39, Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 18,800 (year 2021), Truck Traffic: 28%, Features Intersected: I-39/US 51, Facility Carried by Structure: FAS 254 CH 5
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 74.511, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.4m (165.4ft)