Bridge Statistics for Wenona, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 154ft / 47.3mTotal length
- 96,650Total average daily traffic
- 31,424Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wenona
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 51980-1989
- 101990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 60.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 30.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 57.1%Very good
- 14.3%Good
- 28.6%Satisfactory
- Bridge Condition - Culverts
- 75.0%Very good
- 25.0%Fair
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Structure Number: 502029, Location: 2MI E OF WENNONA (Lat: 41.057811, Lng: -89.007664), Route carried "on" structure: State highway 17, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 502029, Location: 2MI E OF WENNONA (Lat: 41.057811, Lng: -89.007664), Route carried "on" structure: State highway 17, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 503518, Location: E 7TH RD N 975 (Lat: 41.070175, Lng: -89.027039), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 20, Features Intersected: SANDY CR., Facility Carried by Structure: TR 122 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), 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: 503518, Location: E 7TH RD N 975 (Lat: 41.070175, Lng: -89.027039), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 20, Features Intersected: SANDY CR., Facility Carried by Structure: TR 122 B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), 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: 503606, Location: N 7th E 790 (Lat: 41.028600, Lng: -89.008233), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 503 (year 2032), Design Load: HS 25 or greater, Features Intersected: Sandy Creek, Facility Carried by Structure: TR 559
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, 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 48 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 503606, Location: N 7th E 790 (Lat: 41.028600, Lng: -89.008233), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 503 (year 2032), Design Load: HS 25 or greater, Features Intersected: Sandy Creek, Facility Carried by Structure: TR 559
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, 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 48 months, Inspection Date: June 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: 620045, Location: 3.36 MI S OF ILL 18 (Lat: 41.072125, Lng: -89.067214), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 7,250 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 8,355 (year 2032), Design Load: HS 20, Features Intersected: TR 39 (FRTG RD WEST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.602, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.2 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: Superior 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: 620045, Location: 3.36 MI S OF ILL 18 (Lat: 41.072125, Lng: -89.067214), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 7,250 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 8,355 (year 2032), Design Load: HS 20, Features Intersected: TR 39 (FRTG RD WEST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.602, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 61.2 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: Superior 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: 620046, Location: 3.37 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.067211), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,250 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 8,355 (year 2032), Design Load: HS 20, Features Intersected: TR 39 (FRTG RD WEST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.586, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 620046, Location: 3.37 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.067211), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 7,250 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 8,355 (year 2032), Design Load: HS 20, Features Intersected: TR 39 (FRTG RD WEST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.586, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 620048, Location: 2.19 MI N OF ILL 17 (Lat: 41.057411, Lng: -89.066750), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 557 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.746, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 620048, Location: 2.19 MI N OF ILL 17 (Lat: 41.057411, Lng: -89.066750), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 557 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.746, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 620049, Location: 1 MI N OF ILL 17 (Lat: 41.042650, Lng: -89.056561), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 223 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 620049, Location: 1 MI N OF ILL 17 (Lat: 41.042650, Lng: -89.056561), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 223 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.819, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 62005, Location: .45 MI W OF IL 251 (Lat: 41.027986, Lng: -89.056236), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,064 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.373, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 62005, Location: .45 MI W OF IL 251 (Lat: 41.027986, Lng: -89.056236), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 1,950 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,064 (year 2032), Design Load: HS 20, Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.373, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 620051, Location: 1.15 MI S OF ILL 17 (Lat: 41.010764, Lng: -89.056197), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 8,950 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 7,965 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 620051, Location: 1.15 MI S OF ILL 17 (Lat: 41.010764, Lng: -89.056197), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 8,950 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 7,965 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.569, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special 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: 620052, Location: 1.14 MI S 0F ILL 17 (Lat: 41.010908, Lng: -89.056200), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 8,950 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 7,965 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.585, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 620052, Location: 1.14 MI S 0F ILL 17 (Lat: 41.010908, Lng: -89.056200), Route carried "on" structure: Interstate 39, Year Built: 1989, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 8,950 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 7,965 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.585, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special 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: 622006, Location: 2.38 MI N OF ILL 17 (Lat: 41.060206, Lng: -89.066886), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 16,710 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 622006, Location: 2.38 MI N OF ILL 17 (Lat: 41.060206, Lng: -89.066886), Route carried "on" structure: Interstate 39, Year Built: 1991, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 16,710 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.298, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 15 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 623535, Location: 1.3 MI W OF WENONA (Lat: 41.057756, Lng: -89.087283), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 501 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623535, Location: 1.3 MI W OF WENONA (Lat: 41.057756, Lng: -89.087283), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 501 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 623537, Location: WEST EDGE OF WENONA (Lat: 41.057300, Lng: -89.060719), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 557 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CH 14 WENONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 623537, Location: WEST EDGE OF WENONA (Lat: 41.057300, Lng: -89.060719), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 557 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CH 14 WENONA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 624549, Location: 1 MI N OF WENONA (Lat: 41.075647, Lng: -89.047478), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 104A (TH-S65)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 624549, Location: 1 MI N OF WENONA (Lat: 41.075647, Lng: -89.047478), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: TR 104A (TH-S65)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 500024, Location: 1.04 MI S OF ILL 17 (Lat: 41.012361, Lng: -89.047281), Route carried "under" structure: State highway 251, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 62%, Features Intersected: IL 251, Facility Carried by Structure: ATCH TOP & SAN FE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 42.695, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 500024, Location: 1.04 MI S OF ILL 17 (Lat: 41.012361, Lng: -89.047281), Route carried "under" structure: State highway 251, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 62%, Features Intersected: IL 251, Facility Carried by Structure: ATCH TOP & SAN FE
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 42.695, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 620045, Location: 3.36 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.067211), Route carried "under" structure: County highway , Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 50 (year 2019), Features Intersected: TR 39 (FRTG RD WEST), Facility Carried by Structure: I-39/US 51(SB)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.170, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 620045, Location: 3.36 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.067211), Route carried "under" structure: County highway , Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 50 (year 2019), Features Intersected: TR 39 (FRTG RD WEST), Facility Carried by Structure: I-39/US 51(SB)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.170, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 620046, Location: 3.37 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.066981), Route carried "under" structure: County highway , Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 50 (year 2019), Features Intersected: TR 39 (FRTG RD WEST), Facility Carried by Structure: I-39/US 51(NB)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 620046, Location: 3.37 MI S OF ILL 18 (Lat: 41.071981, Lng: -89.066981), Route carried "under" structure: County highway , Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 50 (year 2019), Features Intersected: TR 39 (FRTG RD WEST), Facility Carried by Structure: I-39/US 51(NB)
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 3.203, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: 620048, Location: 2.19 MI N OF ILL 17 (Lat: 41.057411, Lng: -89.066750), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 60.992, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
Structure Number: 620048, Location: 2.19 MI N OF ILL 17 (Lat: 41.057411, Lng: -89.066750), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: CH 14
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 60.992, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft)
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Structure Number: 620049, Location: 1 MI N OF ILL 17 (Lat: 41.042650, Lng: -89.056561), Route carried "under" structure: Interstate 39, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 59.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)
Structure Number: 620049, Location: 1 MI N OF ILL 17 (Lat: 41.042650, Lng: -89.056561), Route carried "under" structure: Interstate 39, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 59.093, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.8m (179.8ft)
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Structure Number: 62005, Location: .45 MI W OF IL 251 (Lat: 41.027986, Lng: -89.056236), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: IL 17/FAP 649
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 57.613, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
Structure Number: 62005, Location: .45 MI W OF IL 251 (Lat: 41.027986, Lng: -89.056236), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2021), Truck Traffic: 33%, Features Intersected: I-39/US 51, Facility Carried by Structure: IL 17/FAP 649
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 57.613, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)