Bridge Statistics for Auburn, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 128ft / 38.9mTotal length
- 14,925Total average daily traffic
- 1,426Total average daily truck traffic
- 15,319Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Auburn
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 21990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 31.3%Very good
- 25.0%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Good
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Structure Number: 840192, Location: 1.2MI E AUBURN (Lat: 39.589942, Lng: -89.718328), Route carried "on" structure: State highway 104, Year Built: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 6,325 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 840192, Location: 1.2MI E AUBURN (Lat: 39.589942, Lng: -89.718328), Route carried "on" structure: State highway 104, Year Built: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 6,325 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 840501, Location: .5M N IL4, N AUBURN (Lat: 39.613706, Lng: -89.750611), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: CURRAN RD (OLD IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 840501, Location: .5M N IL4, N AUBURN (Lat: 39.613706, Lng: -89.750611), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,050 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: CURRAN RD (OLD IL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.084, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 840502, Location: .3M W IL4, N AUBURN (Lat: 39.617972, Lng: -89.744008), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: SNELL RD (OLD IL 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 82.3 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: 840502, Location: .3M W IL4, N AUBURN (Lat: 39.617972, Lng: -89.744008), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: SNELL RD (OLD IL 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 82.3 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: 842508, Location: .8 W AUBURN (Lat: 39.588225, Lng: -89.776244), Route carried "on" structure: State highway 104, Year Built: 2008, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,800 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,680 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.314, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
Structure Number: 842508, Location: .8 W AUBURN (Lat: 39.588225, Lng: -89.776244), Route carried "on" structure: State highway 104, Year Built: 2008, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,800 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,680 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.314, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018
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Structure Number: 843105, Location: 1.70 MI. S AUBURN (Lat: 39.561719, Lng: -89.744383), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,250 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: Alternate 70 0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843105, Location: 1.70 MI. S AUBURN (Lat: 39.561719, Lng: -89.744383), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,250 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,233 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: Alternate 70 0
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843117, Location: 3.0 SW DIVERNON (Lat: 39.529797, Lng: -89.701844), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 54 (year 2032), Features Intersected: BRUSH CREEK, Facility Carried by Structure: TR 198 3W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: Town or Township 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843117, Location: 3.0 SW DIVERNON (Lat: 39.529797, Lng: -89.701844), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 54 (year 2032), Features Intersected: BRUSH CREEK, Facility Carried by Structure: TR 198 3W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: Town or Township 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: 11.6m (38.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843118, Location: 1.5 NE OF AUBURN (Lat: 39.607767, Lng: -89.712664), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 200 3.5W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 843118, Location: 1.5 NE OF AUBURN (Lat: 39.607767, Lng: -89.712664), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 400 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 295 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 200 3.5W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 843188, Location: 1.0 S OF AUBURN (Lat: 39.566800, Lng: -89.739600), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,126 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: FAS 625
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 843188, Location: 1.0 S OF AUBURN (Lat: 39.566800, Lng: -89.739600), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,126 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: FAS 625
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 843451, Location: 2.5 MI W DIVERNON (Lat: 39.567114, Lng: -89.705853), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK TRIB., Facility Carried by Structure: FAS 0625
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843451, Location: 2.5 MI W DIVERNON (Lat: 39.567114, Lng: -89.705853), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 1,100 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,072 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK TRIB., Facility Carried by Structure: FAS 0625
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843503, Location: .25 M W AUBURN (Lat: 39.599792, Lng: -89.759178), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 27%, Average Future Daily Traffic: 89 (year 2038), Design Load: HS 25 or greater, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 843503, Location: .25 M W AUBURN (Lat: 39.599792, Lng: -89.759178), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 27%, Average Future Daily Traffic: 89 (year 2038), Design Load: HS 25 or greater, Features Intersected: PANTHER CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 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 2018, 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: 843581, Location: .25MI W IL 4 (Lat: 39.603014, Lng: -89.756597), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 241 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: AUBURN RD 13.5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
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: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843581, Location: .25MI W IL 4 (Lat: 39.603014, Lng: -89.756597), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 150 (year 2017), Average Future Daily Traffic: 241 (year 2032), Design Load: HS 20, Features Intersected: PANTHER CREEK, Facility Carried by Structure: AUBURN RD 13.5S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
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: 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: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843583, Location: 1.0 E OF AUBURN (Lat: 39.581556, Lng: -89.717258), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 241 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 415B AUBURN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843583, Location: 1.0 E OF AUBURN (Lat: 39.581556, Lng: -89.717258), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 250 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 241 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 415B AUBURN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, 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: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 843584, Location: 1 MI EAST OF AUBURN (Lat: 39.596128, Lng: -89.718483), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 161 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 419
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township 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: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 843584, Location: 1 MI EAST OF AUBURN (Lat: 39.596128, Lng: -89.718483), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 161 (year 2032), Design Load: HS 15, Features Intersected: SUGAR CREEK, Facility Carried by Structure: TR 419
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township 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: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 845027, Location: 0.6 mi S IL 104 (Lat: 39.579481, Lng: -89.787067), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 27%, Average Future Daily Traffic: 89 (year 2038), Design Load: HS 25 or greater, Features Intersected: Panther Creek Trib, Facility Carried by Structure: TR 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 845027, Location: 0.6 mi S IL 104 (Lat: 39.579481, Lng: -89.787067), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 27%, Average Future Daily Traffic: 89 (year 2038), Design Load: HS 25 or greater, Features Intersected: Panther Creek Trib, Facility Carried by Structure: TR 138
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 845424, Location: .8 M SE AUBURN (Lat: 39.578375, Lng: -89.716828), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: TRIB SPRING CREEK, Facility Carried by Structure: TR 200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.548, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 845424, Location: .8 M SE AUBURN (Lat: 39.578375, Lng: -89.716828), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: TRIB SPRING CREEK, Facility Carried by Structure: TR 200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.548, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
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Structure Number: 84553, Location: 3.0 SW DIVERNON (Lat: 39.523364, Lng: -89.699258), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 293 (year 2032), Design Load: HS 20, Features Intersected: BRUSH CR TRIB, Facility Carried by Structure: 068 TR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 84553, Location: 3.0 SW DIVERNON (Lat: 39.523364, Lng: -89.699258), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 175 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 293 (year 2032), Design Load: HS 20, Features Intersected: BRUSH CR TRIB, Facility Carried by Structure: 068 TR 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020