Bridge Statistics for Fairview Heights, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 102ft / 31.4mTotal length
- 1,231,950Total average daily traffic
- 41,610Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fairview Heights
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 81970-1979
- 31980-1989
- 52000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Excellent
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Excellent
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Excellent
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 75.0%Very good
- 25.0%Satisfactory
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Structure Number: 820122, Location: 300 FT. S. BUNKUM RD (Lat: 38.619569, Lng: -90.039733), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: N 89TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: 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: 30.8 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 minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 820122, Location: 300 FT. S. BUNKUM RD (Lat: 38.619569, Lng: -90.039733), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 105 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: N 89TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: 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: 30.8 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 minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 820175, Location: 0.57 MI W OF ILL 159 (Lat: 38.599981, Lng: -89.995339), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 5,544 (year 2032), Design Load: HS 20, Features Intersected: FAI 64, Facility Carried by Structure: RUBY LANE/ FAU 932
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), 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: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 820175, Location: 0.57 MI W OF ILL 159 (Lat: 38.599981, Lng: -89.995339), Route carried "on" structure: Other road , Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 4,700 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 5,544 (year 2032), Design Load: HS 20, Features Intersected: FAI 64, Facility Carried by Structure: RUBY LANE/ FAU 932
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), 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: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599031, Lng: -89.985103), Route carried "on" structure: State highway 159, Year Built: 1970, Year Reconstructed: 2011, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 35,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,028 (year 2032), Design Load: HS 20, Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.821, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599031, Lng: -89.985103), Route carried "on" structure: State highway 159, Year Built: 1970, Year Reconstructed: 2011, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 35,800 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 37,028 (year 2032), Design Load: HS 20, Features Intersected: FAI 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.821, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 32.1m (105.3ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 820208, Location: N of I-64 (Lat: 38.602731, Lng: -89.985150), Route carried "on" structure: State highway 159, Year Built: 1973, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 21,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,025 (year 2032), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.207, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 820208, Location: N of I-64 (Lat: 38.602731, Lng: -89.985150), Route carried "on" structure: State highway 159, Year Built: 1973, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 21,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,025 (year 2032), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.207, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 820308, Location: 1.01MI E IL 159 (Lat: 38.598739, Lng: -89.966289), Route carried "on" structure: Interstate 64, Year Built: 2007, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 39,400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 36,662 (year 2032), Design Load: HS 20, Features Intersected: OLD COLLINSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.130, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 820308, Location: 1.01MI E IL 159 (Lat: 38.598739, Lng: -89.966289), Route carried "on" structure: Interstate 64, Year Built: 2007, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 39,400 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 36,662 (year 2032), Design Load: HS 20, Features Intersected: OLD COLLINSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.130, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 822022, Location: .14 E IL 159 (Lat: 38.592689, Lng: -89.980428), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 18,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 21,129 (year 2032), Design Load: HS 20, Features Intersected: OGLES CREEK, Facility Carried by Structure: FAU 9166 LINCOLN H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 822022, Location: .14 E IL 159 (Lat: 38.592689, Lng: -89.980428), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 18,600 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 21,129 (year 2032), Design Load: HS 20, Features Intersected: OGLES CREEK, Facility Carried by Structure: FAU 9166 LINCOLN H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 822024, Location: .1 MI E ILL 161 (Lat: 38.584278, Lng: -90.038342), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,504 (year 2032), Design Load: HS 20, Features Intersected: HOLLOW CREEK, Facility Carried by Structure: OLD LINCOLN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 822024, Location: .1 MI E ILL 161 (Lat: 38.584278, Lng: -90.038342), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,504 (year 2032), Design Load: HS 20, Features Intersected: HOLLOW CREEK, Facility Carried by Structure: OLD LINCOLN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 82204, Location: .06 SO. ST. CLAIR AV (Lat: 38.595061, Lng: -90.045850), Route carried "on" structure: State highway 161, Year Built: 2000, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,958 (year 2032), Design Load: HS 20, Features Intersected: Trib to SHOENBRGR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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 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: April 2021
Structure Number: 82204, Location: .06 SO. ST. CLAIR AV (Lat: 38.595061, Lng: -90.045850), Route carried "on" structure: State highway 161, Year Built: 2000, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 14,958 (year 2032), Design Load: HS 20, Features Intersected: Trib to SHOENBRGR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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 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: April 2021
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Structure Number: 823068, Location: 2.25 MI N ILL 161 (Lat: 38.580061, Lng: -90.003731), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,550 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,786 (year 2032), Design Load: HS 20, Features Intersected: TRIB SCHOENBERGER CR, Facility Carried by Structure: UNION HILLRD/FAU91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 823068, Location: 2.25 MI N ILL 161 (Lat: 38.580061, Lng: -90.003731), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,550 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,786 (year 2032), Design Load: HS 20, Features Intersected: TRIB SCHOENBERGER CR, Facility Carried by Structure: UNION HILLRD/FAU91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 28.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 826501, Location: .32 MI N RTE 50 (Lat: 38.596794, Lng: -89.966250), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,891 (year 2032), Design Load: HS 20, Features Intersected: OGLE CREEK, Facility Carried by Structure: OLD COLV RD MS6000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 826501, Location: .32 MI N RTE 50 (Lat: 38.596794, Lng: -89.966250), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,891 (year 2032), Design Load: HS 20, Features Intersected: OGLE CREEK, Facility Carried by Structure: OLD COLV RD MS6000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 826513, Location: 1.2 MI N OF BUNKUM R (Lat: 38.612878, Lng: -90.001519), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 680 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: PLSNT RDG RD/FAU91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 826513, Location: 1.2 MI N OF BUNKUM R (Lat: 38.612878, Lng: -90.001519), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 680 (year 2032), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: PLSNT RDG RD/FAU91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 820174, Location: 1.99 MI E ILL 157 (Lat: 38.600769, Lng: -90.013281), Route carried "under" structure: Interstate 64, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 488,400 (year 2021), Truck Traffic: 2%, Features Intersected: FAI 64, Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 17.042, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
Structure Number: 820174, Location: 1.99 MI E ILL 157 (Lat: 38.600769, Lng: -90.013281), Route carried "under" structure: Interstate 64, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 488,400 (year 2021), Truck Traffic: 2%, Features Intersected: FAI 64, Facility Carried by Structure: BUNKUM RD/ FAU 916
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 17.042, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)
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Structure Number: 820175, Location: 0.57 MI W OF ILL 159 (Lat: 38.599981, Lng: -89.995339), Route carried "under" structure: Interstate 64, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 488,400 (year 2021), Truck Traffic: 2%, Features Intersected: FAI 64, Facility Carried by Structure: RUBY LANE/ FAU 932
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 18.620, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 820175, Location: 0.57 MI W OF ILL 159 (Lat: 38.599981, Lng: -89.995339), Route carried "under" structure: Interstate 64, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 488,400 (year 2021), Truck Traffic: 2%, Features Intersected: FAI 64, Facility Carried by Structure: RUBY LANE/ FAU 932
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 18.620, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599283, Lng: -89.984575), Route carried "under" structure: Other road , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 159
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.386, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599283, Lng: -89.984575), Route carried "under" structure: Other road , Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2018), Truck Traffic: 6%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 159
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.386, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599014, Lng: -89.984900), Route carried "under" structure: Interstate 64, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 78,800 (year 2021), Truck Traffic: 14%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 159
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 19.537, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 820176, Location: 0.57 MI E RUBY LANE (Lat: 38.599014, Lng: -89.984900), Route carried "under" structure: Interstate 64, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 78,800 (year 2021), Truck Traffic: 14%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 159
Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 19.537, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 820308, Location: 1.01MI E IL 159 (Lat: 38.598525, Lng: -89.966283), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.819, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 820308, Location: 1.01MI E IL 159 (Lat: 38.598525, Lng: -89.966283), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 EB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.819, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 820309, Location: 1.02MI E OF ILL 159 (Lat: 38.598739, Lng: -89.966289), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 WB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.802, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 820309, Location: 1.02MI E OF ILL 159 (Lat: 38.598739, Lng: -89.966289), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 3%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 WB
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 1.802, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)