Bridge Statistics for Dixon, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 3Before 1900
- 21920-1929
- 21950-1959
- 71960-1969
- 241970-1979
- 71980-1989
- 71990-1999
- 102000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 2.7%Excellent
- 21.6%Very good
- 21.6%Good
- 43.2%Satisfactory
- 5.4%Fair
- 2.7%Poor
- 2.7%Serious
- Bridge Condition - Superstructure
- 2.7%Excellent
- 18.9%Very good
- 21.6%Good
- 43.2%Satisfactory
- 10.8%Fair
- 2.7%Serious
- Bridge Condition - Substructure
- 2.7%Excellent
- 16.2%Very good
- 43.2%Good
- 16.2%Satisfactory
- 5.4%Fair
- 16.2%Poor
- Bridge Condition - Channel
- 5.9%Excellent
- 23.5%Very good
- 17.6%Good
- 32.4%Satisfactory
- 17.6%Fair
- 2.9%Poor
- Bridge Condition - Culverts
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
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Structure Number: 520062, Location: S EDGE OF DIXON (Lat: 41.830578, Lng: -89.476981), Route carried "on" structure: State highway 26, Year Built: 1989, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 27,800 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.9m (55.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 520062, Location: S EDGE OF DIXON (Lat: 41.830578, Lng: -89.476981), Route carried "on" structure: State highway 26, Year Built: 1989, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 27,800 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.9m (55.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 520066, Location: 2.5 MI. W. OF IL 26 (Lat: 41.758208, Lng: -89.506106), Route carried "on" structure: US 30, Year Built: 1993, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.188, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: 60.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 520066, Location: 2.5 MI. W. OF IL 26 (Lat: 41.758208, Lng: -89.506106), Route carried "on" structure: US 30, Year Built: 1993, Status: Open, Structure Length: 3.56m (11.68ft), Average Daily Traffic: 2,050 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.188, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: 60.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 520071, Location: 2.9 MI. N. OF US 30 (Lat: 41.799486, Lng: -89.462856), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.503, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 520071, Location: 2.9 MI. N. OF US 30 (Lat: 41.799486, Lng: -89.462856), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.503, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 520072, Location: DIXON (Lat: 41.846572, Lng: -89.483956), Route carried "on" structure: US 52, Year Built: 2002, Status: Open, Structure Length: 21.73m (71.29ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,400 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.824, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 60.7m (199.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.9m (203.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 520072, Location: DIXON (Lat: 41.846572, Lng: -89.483956), Route carried "on" structure: US 52, Year Built: 2002, Status: Open, Structure Length: 21.73m (71.29ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 29,400 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.824, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 60.7m (199.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.9m (203.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.7 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 522, Location: 1.66 MI N JCT ILL 2 (Lat: 41.865819, Lng: -89.505400), Route carried "on" structure: US 52, Year Built: 1967, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 4,950 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: PLUM HOLLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.927, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 522, Location: 1.66 MI N JCT ILL 2 (Lat: 41.865819, Lng: -89.505400), Route carried "on" structure: US 52, Year Built: 1967, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 4,950 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: PLUM HOLLOW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.927, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 522016, Location: 1 MI. S. OF I-88 (Lat: 41.815756, Lng: -89.435144), Route carried "on" structure: US 52, Year Built: 1990, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.408, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
Structure Number: 522016, Location: 1 MI. S. OF I-88 (Lat: 41.815756, Lng: -89.435144), Route carried "on" structure: US 52, Year Built: 1990, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 3,200 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.408, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
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Structure Number: 522022, Location: AT W. EDGE OF DIXON (Lat: 41.847664, Lng: -89.500908), Route carried "on" structure: State highway 2, Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.362, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Fair, 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: 73.9 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 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: December 2021
Structure Number: 522022, Location: AT W. EDGE OF DIXON (Lat: 41.847664, Lng: -89.500908), Route carried "on" structure: State highway 2, Year Built: 1993, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.362, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Fair, 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: 73.9 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 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: December 2021
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Structure Number: 522025, Location: E OF DIXON-CEMENT PL (Lat: 41.857931, Lng: -89.455861), Route carried "on" structure: State highway 2, Year Built: 1993, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 6,050 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,700 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.464, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: May 2021
Structure Number: 522025, Location: E OF DIXON-CEMENT PL (Lat: 41.857931, Lng: -89.455861), Route carried "on" structure: State highway 2, Year Built: 1993, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 6,050 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,700 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.464, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: May 2021
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Structure Number: 522026, Location: 3 MI. W. OF DIXON (Lat: 41.828106, Lng: -89.546681), Route carried "on" structure: State highway 2, Year Built: 2003, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 11,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.888, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 522026, Location: 3 MI. W. OF DIXON (Lat: 41.828106, Lng: -89.546681), Route carried "on" structure: State highway 2, Year Built: 2003, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 11,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.888, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 522027, Location: 3 MI. W. OF DIXON (Lat: 41.828569, Lng: -89.547550), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: IL 2 FR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 522027, Location: 3 MI. W. OF DIXON (Lat: 41.828569, Lng: -89.547550), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: IL 2 FR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 522028, Location: 1.2 MI. N. OF UA 30 (Lat: 41.775100, Lng: -89.457900), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
Structure Number: 522028, Location: 1.2 MI. N. OF UA 30 (Lat: 41.775100, Lng: -89.457900), Route carried "on" structure: State highway 26, Year Built: 2000, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,350 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018
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Structure Number: 523001, Location: 3 MI. N. OF DIXON (Lat: 41.900178, Lng: -89.495086), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,650 (year 2017), Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SEVEN MILE BRANCH, Facility Carried by Structure: LOWELL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 523001, Location: 3 MI. N. OF DIXON (Lat: 41.900178, Lng: -89.495086), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,650 (year 2017), Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SEVEN MILE BRANCH, Facility Carried by Structure: LOWELL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 523281, Location: 0.5 MI SW DIXON (Lat: 41.827894, Lng: -89.515225), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 15, Features Intersected: UP RR, Facility Carried by Structure: CH 16 ROCK ISLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 523281, Location: 0.5 MI SW DIXON (Lat: 41.827894, Lng: -89.515225), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 2,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 15, Features Intersected: UP RR, Facility Carried by Structure: CH 16 ROCK ISLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 523491, Location: 1.2 MI S OF US 52 (Lat: 41.818875, Lng: -89.448589), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 300 (year 2017), Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CH 22 ELDENA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 523491, Location: 1.2 MI S OF US 52 (Lat: 41.818875, Lng: -89.448589), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 300 (year 2017), Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CH 22 ELDENA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 52359, Location: 2.2 MI S OF DIXON (Lat: 41.797667, Lng: -89.496803), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CH11 PUMP FACTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52359, Location: 2.2 MI S OF DIXON (Lat: 41.797667, Lng: -89.496803), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: CH11 PUMP FACTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 523591, Location: 0.5 MI N OF US 30 (Lat: 41.765675, Lng: -89.496436), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 225 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: FIVE MILE BRANCH, Facility Carried by Structure: CH11 PUMP FACTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 523591, Location: 0.5 MI N OF US 30 (Lat: 41.765675, Lng: -89.496436), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 225 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: FIVE MILE BRANCH, Facility Carried by Structure: CH11 PUMP FACTORY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 52418, Location: 0.2 MI N OF ILL RT 2 (Lat: 41.849292, Lng: -89.503356), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 833 (year 2032), Design Load: HS 15, Features Intersected: PLUM CR, Facility Carried by Structure: WILLETT AVE DIXON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 52418, Location: 0.2 MI N OF ILL RT 2 (Lat: 41.849292, Lng: -89.503356), Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 833 (year 2032), Design Load: HS 15, Features Intersected: PLUM CR, Facility Carried by Structure: WILLETT AVE DIXON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 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: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 524181, Location: 2.25MI N. OF IL 2 (Lat: 41.900489, Lng: -89.456564), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 850 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: HAUL RD, CEMENT PLNT, Facility Carried by Structure: WHITE OAKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 2, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
Structure Number: 524181, Location: 2.25MI N. OF IL 2 (Lat: 41.900489, Lng: -89.456564), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 850 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: HAUL RD, CEMENT PLNT, Facility Carried by Structure: WHITE OAKS LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 2, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other
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Structure Number: 524484, Location: 1 MI S ROCK IS RD (Lat: 41.799225, Lng: -89.534392), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 25 or greater, Features Intersected: 3 MILE BRANCH, Facility Carried by Structure: TR44 (ATKINSON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 524484, Location: 1 MI S ROCK IS RD (Lat: 41.799225, Lng: -89.534392), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 75 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 25 or greater, Features Intersected: 3 MILE BRANCH, Facility Carried by Structure: TR44 (ATKINSON RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524502, Location: 0.1 MI W SUGAR GROVE (Lat: 41.873136, Lng: -89.564969), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TIMBER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 524502, Location: 0.1 MI W SUGAR GROVE (Lat: 41.873136, Lng: -89.564969), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TIMBER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524504, Location: 3 MI W OF DIXON (Lat: 41.844253, Lng: -89.552131), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: KEMPER'S CREEK, Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 524504, Location: 3 MI W OF DIXON (Lat: 41.844253, Lng: -89.552131), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 225 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 20, Features Intersected: KEMPER'S CREEK, Facility Carried by Structure: KILGORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 524565, Location: 0.15 MI N IL RTE 52 (Lat: 41.817144, Lng: -89.434144), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF 3 MI CREEK, Facility Carried by Structure: BURKETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 524565, Location: 0.15 MI N IL RTE 52 (Lat: 41.817144, Lng: -89.434144), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: BRANCH OF 3 MI CREEK, Facility Carried by Structure: BURKETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524566, Location: 1.3 M S R.I. ROAD (Lat: 41.806569, Lng: -89.515142), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH, Facility Carried by Structure: HOYLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 524566, Location: 1.3 M S R.I. ROAD (Lat: 41.806569, Lng: -89.515142), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH, Facility Carried by Structure: HOYLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524567, Location: 1 MI N US 30 (Lat: 41.772556, Lng: -89.477167), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH, Facility Carried by Structure: DUTCH ROAD - TR 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Meets minimum limits, 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 524567, Location: 1 MI N US 30 (Lat: 41.772556, Lng: -89.477167), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: 5 MILE BRANCH, Facility Carried by Structure: DUTCH ROAD - TR 66
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Meets minimum limits, 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524568, Location: 2 MI SW OF DIXON (Lat: 41.801497, Lng: -89.513261), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: 3 MI BRANCH, Facility Carried by Structure: LIEVAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: Poor, Channel: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 524568, Location: 2 MI SW OF DIXON (Lat: 41.801497, Lng: -89.513261), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: 3 MI BRANCH, Facility Carried by Structure: LIEVAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 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: Poor, Channel: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524569, Location: 2.5 MI N US 30 (Lat: 41.794978, Lng: -89.477250), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 25 or greater, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: TR 66B DUTCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 20.7m (67.9ft), 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: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 524569, Location: 2.5 MI N US 30 (Lat: 41.794978, Lng: -89.477250), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 25 or greater, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: TR 66B DUTCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 20.7m (67.9ft), 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: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 525051, Location: 1.3 M NW PALMYRA RD (Lat: 41.876711, Lng: -89.564281), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: SUGAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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, 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
Structure Number: 525051, Location: 1.3 M NW PALMYRA RD (Lat: 41.876711, Lng: -89.564281), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: SUGAR GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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, 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
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Structure Number: 525136, Location: 1.8 MI S US 52 (Lat: 41.798414, Lng: -89.438197), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 300 (year 2017), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 15, Features Intersected: 3 MILE BRANCH TRIBUT, Facility Carried by Structure: CH 22 ELDENA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 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, 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: 525136, Location: 1.8 MI S US 52 (Lat: 41.798414, Lng: -89.438197), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 300 (year 2017), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 15, Features Intersected: 3 MILE BRANCH TRIBUT, Facility Carried by Structure: CH 22 ELDENA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.4 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, 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: 525431, Location: AT CEMENT PLANT (Lat: 41.857969, Lng: -89.457961), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: WHITE OAKS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
Structure Number: 525431, Location: AT CEMENT PLANT (Lat: 41.857969, Lng: -89.457961), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,050 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: WHITE OAKS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.679, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020
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Structure Number: 52576, Location: 0.5 MI S OF US 52 (Lat: 41.800933, Lng: -89.419508), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: RED BRICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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: 52576, Location: 0.5 MI S OF US 52 (Lat: 41.800933, Lng: -89.419508), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 15, Features Intersected: THREE MILE BRANCH, Facility Carried by Structure: RED BRICK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.136, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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: 526103, Location: DIXON (Lat: 41.845708, Lng: -89.486483), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 20.38m (66.86ft), Average Daily Traffic: 10,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER, Facility Carried by Structure: PEORIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 526103, Location: DIXON (Lat: 41.845708, Lng: -89.486483), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 20.38m (66.86ft), Average Daily Traffic: 10,100 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER, Facility Carried by Structure: PEORIA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 529914, Location: 3 MI SW OF DIXON (Lat: 41.787311, Lng: -89.534911), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: ATKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 529914, Location: 3 MI SW OF DIXON (Lat: 41.787311, Lng: -89.534911), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: ATKINSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529915, Location: 2.5 MI SW OF DIXON (Lat: 41.798850, Lng: -89.515111), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: TWP RD 50 HOYLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 529915, Location: 2.5 MI SW OF DIXON (Lat: 41.798850, Lng: -89.515111), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: TWP RD 50 HOYLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529916, Location: 2.3 MI W JCT ILL 26 (Lat: 41.800353, Lng: -89.511325), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,100 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.766, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 529916, Location: 2.3 MI W JCT ILL 26 (Lat: 41.800353, Lng: -89.511325), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,100 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.766, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529917, Location: 2.3 MI W ILL 26 (Lat: 41.800419, Lng: -89.511153), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.782, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 529917, Location: 2.3 MI W ILL 26 (Lat: 41.800419, Lng: -89.511153), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,400 (year 2040), Design Load: HS 20, Features Intersected: 3 MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.782, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529918, Location: 1.5 MI SW OF DIXON (Lat: 41.806211, Lng: -89.496519), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: PUMP FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 529918, Location: 1.5 MI SW OF DIXON (Lat: 41.806211, Lng: -89.496519), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: PUMP FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to 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: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529921, Location: S EDGE OF DIXON (Lat: 41.818439, Lng: -89.473769), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,100 (year 2040), Design Load: HS 20, Features Intersected: ILL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.516, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 529921, Location: S EDGE OF DIXON (Lat: 41.818439, Lng: -89.473769), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,100 (year 2040), Design Load: HS 20, Features Intersected: ILL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.516, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529922, Location: S EDGE OF DIXON (Lat: 41.818486, Lng: -89.473589), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 7,555 (year 2040), Design Load: HS 20, Features Intersected: ILL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.532, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 529922, Location: S EDGE OF DIXON (Lat: 41.818486, Lng: -89.473589), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 7,555 (year 2040), Design Load: HS 20, Features Intersected: ILL 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.532, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529923, Location: .4 MI W JCT ILL 26 (Lat: 41.818969, Lng: -89.466269), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,100 (year 2020), Average Future Daily Traffic: 1,722 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: I-88 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 529923, Location: .4 MI W JCT ILL 26 (Lat: 41.818969, Lng: -89.466269), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,100 (year 2020), Average Future Daily Traffic: 1,722 (year 2040), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: I-88 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $962,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529924, Location: SE EDGE OF DIXON (Lat: 41.824139, Lng: -89.453075), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.318, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 529924, Location: SE EDGE OF DIXON (Lat: 41.824139, Lng: -89.453075), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 11,500 (year 2040), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.318, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 529925, Location: SE EDGE OF DIXON (Lat: 41.824189, Lng: -89.452889), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 7,721 (year 2040), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.334, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 529925, Location: SE EDGE OF DIXON (Lat: 41.824189, Lng: -89.452889), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 62%, Average Future Daily Traffic: 7,721 (year 2040), Design Load: HS 20, Features Intersected: US 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.334, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels