Bridge Statistics for Warrensburg, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 95ft / 28.6mTotal length
- 9,600Total average daily traffic
- 1,352Total average daily truck traffic
- 9,563Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Warrensburg
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 21980-1989
- 21990-1999
- 52000-2009
- 62010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 58.3%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 58.3%Very good
- 25.0%Good
- 8.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 6.3%Excellent
- 25.0%Very good
- 43.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Good
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Structure Number: 582009, Location: 3.5 MI NW OF DECATUR (Lat: 39.910878, Lng: -89.030881), Route carried "on" structure: State highway 121, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 6,400 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 582009, Location: 3.5 MI NW OF DECATUR (Lat: 39.910878, Lng: -89.030881), Route carried "on" structure: State highway 121, Year Built: 1997, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 6,400 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 6,392 (year 2032), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 58323, Location: 3.0 MI N WARRENBURG (Lat: 39.979511, Lng: -89.047903), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 129 (year 2032), Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 56(GLASGOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 58323, Location: 3.0 MI N WARRENBURG (Lat: 39.979511, Lng: -89.047903), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 129 (year 2032), Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 56(GLASGOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 583289, Location: 3 MI NE WARRENSBURG (Lat: 39.975481, Lng: -89.029000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 103 (year 2032), Features Intersected: LAKE FORK CREEK, Facility Carried by Structure: CH 41(WYCKLES RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 583289, Location: 3 MI NE WARRENSBURG (Lat: 39.975481, Lng: -89.029000), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 103 (year 2032), Features Intersected: LAKE FORK CREEK, Facility Carried by Structure: CH 41(WYCKLES RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 583348, Location: 2.4 MI N WARRENSBURG (Lat: 39.965875, Lng: -89.066956), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 583348, Location: 2.4 MI N WARRENSBURG (Lat: 39.965875, Lng: -89.066956), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 583351, Location: 3.2 MI N WARRENSBURG (Lat: 39.976672, Lng: -89.073081), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 17(POLAND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 583351, Location: 3.2 MI N WARRENSBURG (Lat: 39.976672, Lng: -89.073081), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 17(POLAND RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.067, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 58336, Location: .5 MI E WARRENSBURG (Lat: 39.933303, Lng: -89.051533), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,134 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: FAS 549 (CH 20)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 58336, Location: .5 MI E WARRENSBURG (Lat: 39.933303, Lng: -89.051533), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 1,350 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,134 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: FAS 549 (CH 20)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 583369, Location: 3.5 MI.NW WARRENSBUR (Lat: 39.968981, Lng: -89.105081), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 583369, Location: 3.5 MI.NW WARRENSBUR (Lat: 39.968981, Lng: -89.105081), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.07m (10.07ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 583372, Location: 2.2 MI NW WARRENSBUR (Lat: 39.947431, Lng: -89.095589), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: TR 27A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 583372, Location: 2.2 MI NW WARRENSBUR (Lat: 39.947431, Lng: -89.095589), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: TR 27A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 58338, Location: 2.8 MI NW WARRENSBUR (Lat: 39.951344, Lng: -89.105367), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 34 (LINCOLN MEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 58338, Location: 2.8 MI NW WARRENSBUR (Lat: 39.951344, Lng: -89.105367), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 34 (LINCOLN MEM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 583382, Location: 1.5 MI N WARRENSBURG (Lat: 39.949467, Lng: -89.047956), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 25 or greater, Features Intersected: DRAIN DITCH, Facility Carried by Structure: TR 56 (GLASGOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.902, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 583382, Location: 1.5 MI N WARRENSBURG (Lat: 39.949467, Lng: -89.047956), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 129 (year 2032), Design Load: HS 25 or greater, Features Intersected: DRAIN DITCH, Facility Carried by Structure: TR 56 (GLASGOW RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.902, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 583398, Location: 2.8 MI NW WARRENSBUR (Lat: 39.966994, Lng: -89.085981), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: FAS 546/CH 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.125, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 583398, Location: 2.8 MI NW WARRENSBUR (Lat: 39.966994, Lng: -89.085981), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 25 or greater, Features Intersected: SOUTH FORK CREEK, Facility Carried by Structure: FAS 546/CH 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.125, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 583405, Location: 3.2 Mi. N Warrensbur (Lat: 39.978978, Lng: -89.066881), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Fork Creek, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 583405, Location: 3.2 Mi. N Warrensbur (Lat: 39.978978, Lng: -89.066881), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Fork Creek, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 56.1 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: 43.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 583407, Location: 3 Mi. NW Warrensburg (Lat: 39.968883, Lng: -89.085956), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Fork Creek, Facility Carried by Structure: FAS 546/CH 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.916, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 583407, Location: 3 Mi. NW Warrensburg (Lat: 39.968883, Lng: -89.085956), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Fork Creek, Facility Carried by Structure: FAS 546/CH 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.916, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 585023, Location: 1 MI E HEMAN (Lat: 39.947364, Lng: -89.086306), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 20, Features Intersected: ILLINI DRAIN DITCH, Facility Carried by Structure: FAS 546(CH 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
Structure Number: 585023, Location: 1 MI E HEMAN (Lat: 39.947364, Lng: -89.086306), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 464 (year 2032), Design Load: HS 20, Features Intersected: ILLINI DRAIN DITCH, Facility Carried by Structure: FAS 546(CH 21)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.313, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020
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Structure Number: 58506, Location: 2.2 Mi. N Warrensbur (Lat: 39.962272, Lng: -89.057347), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 25 or greater, Features Intersected: Drainage Ditch, Facility Carried by Structure: CH 54 (W Wise Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Structure Number: 58506, Location: 2.2 Mi. N Warrensbur (Lat: 39.962272, Lng: -89.057347), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 25 or greater, Features Intersected: Drainage Ditch, Facility Carried by Structure: CH 54 (W Wise Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
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Structure Number: 585064, Location: 1 MI. N WARRENSBURG (Lat: 39.947828, Lng: -89.052650), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2027), Design Load: HS 25 or greater, Features Intersected: DITCH, Facility Carried by Structure: TR 29 SHELLABARGER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022
Structure Number: 585064, Location: 1 MI. N WARRENSBURG (Lat: 39.947828, Lng: -89.052650), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2027), Design Load: HS 25 or greater, Features Intersected: DITCH, Facility Carried by Structure: TR 29 SHELLABARGER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022