Bridge Statistics for Belle Rive, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 171ft / 52.2mTotal length
- $130,000Total costs
- 49,885Total average daily traffic
- 15,294Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belle Rive
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 11930-1939
- 11960-1969
- 81970-1979
- 51980-1989
- 41990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 11980-1989
- Bridge Condition - Deck
- 13.3%Very good
- 40.0%Good
- 40.0%Satisfactory
- 6.7%Poor
- Bridge Condition - Superstructure
- 13.3%Very good
- 13.3%Good
- 53.3%Satisfactory
- 20.0%Poor
- Bridge Condition - Substructure
- 26.7%Very good
- 33.3%Good
- 26.7%Satisfactory
- 13.3%Poor
- Bridge Condition - Channel
- 46.2%Good
- 15.4%Satisfactory
- 38.5%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Good
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Structure Number: 410046, Location: BELLE RIVE (Lat: 38.231781, Lng: -88.738236), Route carried "on" structure: State highway 142, Year Built: 1934, Year Reconstructed: 1984, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,647 (year 2032), Design Load: HS 20, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 410046, Location: BELLE RIVE (Lat: 38.231781, Lng: -88.738236), Route carried "on" structure: State highway 142, Year Built: 1934, Year Reconstructed: 1984, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,850 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,647 (year 2032), Design Load: HS 20, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 410065, Location: .5 MI W WAYNE CO LN (Lat: 38.272025, Lng: -88.711631), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 15, Features Intersected: FAI-64, Facility Carried by Structure: TR-542
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 410065, Location: .5 MI W WAYNE CO LN (Lat: 38.272025, Lng: -88.711631), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 15, Features Intersected: FAI-64, Facility Carried by Structure: TR-542
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Other Special Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 410081, Location: BELLE RIVE INT (Lat: 38.274944, Lng: -88.739764), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.986, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 410081, Location: BELLE RIVE INT (Lat: 38.274944, Lng: -88.739764), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.986, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 410082, Location: BELLE RIVE INT (Lat: 38.274986, Lng: -88.740050), Route carried "on" structure: Interstate 64, Year Built: 1974, Year Reconstructed: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 410082, Location: BELLE RIVE INT (Lat: 38.274986, Lng: -88.740050), Route carried "on" structure: Interstate 64, Year Built: 1974, Year Reconstructed: 1991, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 410083, Location: .5 MI E BELL RIVE IN (Lat: 38.273956, Lng: -88.733739), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 410083, Location: .5 MI E BELL RIVE IN (Lat: 38.273956, Lng: -88.733739), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 410084, Location: .5 MI E BELL RIVE IN (Lat: 38.273986, Lng: -88.733928), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.517, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, 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: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 410084, Location: .5 MI E BELL RIVE IN (Lat: 38.273986, Lng: -88.733928), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,150 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 4,945 (year 2032), Design Load: HS 20+Mod, Features Intersected: IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.517, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, 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: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 412017, Location: .3 MI NW BELLE RIVE (Lat: 38.239375, Lng: -88.752214), Route carried "on" structure: State highway 142, Year Built: 2010, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 412017, Location: .3 MI NW BELLE RIVE (Lat: 38.239375, Lng: -88.752214), Route carried "on" structure: State highway 142, Year Built: 2010, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,500 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,205 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 413622, Location: 0.9 MI N BELLE RIVE (Lat: 38.247494, Lng: -88.740322), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.861, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 413622, Location: 0.9 MI N BELLE RIVE (Lat: 38.247494, Lng: -88.740322), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.861, 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 413628, Location: 2 MI S BELLE RIVE (Lat: 38.199342, Lng: -88.740792), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 375 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 553 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FAS-830 (CH-6)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 413628, Location: 2 MI S BELLE RIVE (Lat: 38.199342, Lng: -88.740792), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 375 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 553 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FAS-830 (CH-6)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 413631, Location: 1.5 MI N BELLE RIVE (Lat: 38.257622, Lng: -88.750169), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: TR-383
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 413631, Location: 1.5 MI N BELLE RIVE (Lat: 38.257622, Lng: -88.750169), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: TR-383
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 413636, Location: 0.9 MI S BELLE RIVE (Lat: 38.220322, Lng: -88.740697), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2032), Design Load: HS 20, Features Intersected: JONES BRANCH, Facility Carried by Structure: FAS-830 (CH-6)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.886, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 413636, Location: 0.9 MI S BELLE RIVE (Lat: 38.220322, Lng: -88.740697), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 414 (year 2032), Design Load: HS 20, Features Intersected: JONES BRANCH, Facility Carried by Structure: FAS-830 (CH-6)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.886, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 413643, Location: 1.7 MI SE BELLE RIVE (Lat: 38.200769, Lng: -88.722469), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 111 (year 2032), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: TR-536
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 413643, Location: 1.7 MI SE BELLE RIVE (Lat: 38.200769, Lng: -88.722469), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 111 (year 2032), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: TR-536
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 413652, Location: 2 MI SE BELLE RIVE (Lat: 38.198611, Lng: -88.724303), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 193 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CH 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 413652, Location: 2 MI SE BELLE RIVE (Lat: 38.198611, Lng: -88.724303), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 193 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: CH 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 413681, Location: 0.5 MI S BELLE RIVE (Lat: 38.220625, Lng: -88.743389), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 11 (year 2032), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: TR-435A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $30,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 413681, Location: 0.5 MI S BELLE RIVE (Lat: 38.220625, Lng: -88.743389), Route carried "on" structure: County highway , Year Built: 1993, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 11 (year 2032), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: TR-435A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $30,000, Total Project Cost: $130,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 413689, Location: 2 MI NNW BELLE RIVE (Lat: 38.264983, Lng: -88.753039), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CRK, Facility Carried by Structure: TR 369A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 413689, Location: 2 MI NNW BELLE RIVE (Lat: 38.264983, Lng: -88.753039), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CRK, Facility Carried by Structure: TR 369A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 413741, Location: 0.5 MI W BELLE RIVE (Lat: 38.237936, Lng: -88.758492), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 83 (year 2032), Design Load: HS 25 or greater, Features Intersected: AUXIER CREEK, Facility Carried by Structure: N PROGRAM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 413741, Location: 0.5 MI W BELLE RIVE (Lat: 38.237936, Lng: -88.758492), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 83 (year 2032), Design Load: HS 25 or greater, Features Intersected: AUXIER CREEK, Facility Carried by Structure: N PROGRAM LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 415024, Location: 0.5 MI N BELLERIVE (Lat: 38.243150, Lng: -88.740383), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 415024, Location: 0.5 MI N BELLERIVE (Lat: 38.243150, Lng: -88.740383), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: FAS-830 (CH-17)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: 415027, Location: 1.5 MI N BELLE RIVE (Lat: 38.257053, Lng: -88.724414), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 111 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: TR-383
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 2, Owner: Town or Township 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: 2.3m (7.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 415027, Location: 1.5 MI N BELLE RIVE (Lat: 38.257053, Lng: -88.724414), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 111 (year 2032), Design Load: HS 20, Features Intersected: AUXIER CREEK, Facility Carried by Structure: TR-383
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 2, Owner: Town or Township 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: 2.3m (7.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: 415035, Location: 0.5 MI SW BELLE RIVE (Lat: 38.222683, Lng: -88.759108), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: TRIB AUXIER CREEK, Facility Carried by Structure: TR-486A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township 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: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
Structure Number: 415035, Location: 0.5 MI SW BELLE RIVE (Lat: 38.222683, Lng: -88.759108), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: TRIB AUXIER CREEK, Facility Carried by Structure: TR-486A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township 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: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022
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Structure Number: 410065, Location: .5 MI W WAYNE CO LN (Lat: 38.271769, Lng: -88.711639), Route carried "under" structure: Interstate 64, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 12,300 (year 2021), Truck Traffic: 38%, Features Intersected: FAI-64, Facility Carried by Structure: TR-542
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 145.416, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 410065, Location: .5 MI W WAYNE CO LN (Lat: 38.271769, Lng: -88.711639), Route carried "under" structure: Interstate 64, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 12,300 (year 2021), Truck Traffic: 38%, Features Intersected: FAI-64, Facility Carried by Structure: TR-542
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 145.416, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 410081, Location: BELLE RIVE INT (Lat: 38.274725, Lng: -88.740056), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 13%, Features Intersected: FAS-830 (CH-17), Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 8.803, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 410081, Location: BELLE RIVE INT (Lat: 38.274725, Lng: -88.740056), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 13%, Features Intersected: FAS-830 (CH-17), Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 8.803, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 410082, Location: BELLE RIVE INT (Lat: 38.274986, Lng: -88.740050), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 13%, Features Intersected: FAS-830 (CH-17), Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 8.771, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 410082, Location: BELLE RIVE INT (Lat: 38.274986, Lng: -88.740050), Route carried "under" structure: County highway , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 1,150 (year 2021), Truck Traffic: 13%, Features Intersected: FAS-830 (CH-17), Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 8.771, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 419904, Location: 2 MI S BELLE RIVE (Lat: 38.202361, Lng: -88.741119), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 375 (year 2021), Truck Traffic: 7%, Features Intersected: CH-6, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 16.898, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 419904, Location: 2 MI S BELLE RIVE (Lat: 38.202361, Lng: -88.741119), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 375 (year 2021), Truck Traffic: 7%, Features Intersected: CH-6, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 16.898, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft)
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Structure Number: 419916, Location: 1.5 MI N BELLE RIVE (Lat: 38.257389, Lng: -88.735447), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 225 (year 2021), Truck Traffic: 27%, Features Intersected: TR-383, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 2.108, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 419916, Location: 1.5 MI N BELLE RIVE (Lat: 38.257389, Lng: -88.735447), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 225 (year 2021), Truck Traffic: 27%, Features Intersected: TR-383, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 2.108, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 419917, Location: 2 MI S BELLE RIVE (Lat: 38.194992, Lng: -88.741722), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Truck Traffic: 20%, Features Intersected: TR-455, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 2.961, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft)
Structure Number: 419917, Location: 2 MI S BELLE RIVE (Lat: 38.194992, Lng: -88.741722), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Truck Traffic: 20%, Features Intersected: TR-455, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 2.961, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft)
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Structure Number: 419918, Location: 3 MI S BELLE RIVE (Lat: 38.184169, Lng: -88.742711), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Truck Traffic: 20%, Features Intersected: TR-487, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 1.931, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft)
Structure Number: 419918, Location: 3 MI S BELLE RIVE (Lat: 38.184169, Lng: -88.742711), Route carried "under" structure: County highway , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2021), Truck Traffic: 20%, Features Intersected: TR-487, Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 1.931, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft)