Bridge Statistics for Minonk, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 102ft / 30.6mTotal length
- 53,900Total average daily traffic
- 19,821Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Minonk
- No street view available for this location
- New bridges - historical statistics
- 61980-1989
- 51990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Satisfactory
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 14.3%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 503461, Location: E8TH N010 (Lat: 40.927736, Lng: -89.008283), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: E 8TH TR 142B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 503461, Location: E8TH N010 (Lat: 40.927736, Lng: -89.008283), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CREEK, Facility Carried by Structure: E 8TH TR 142B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 503474, Location: N 1 ST RD E 850 (Lat: 40.941347, Lng: -88.998714), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CR, Facility Carried by Structure: TR 571
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 503474, Location: N 1 ST RD E 850 (Lat: 40.941347, Lng: -88.998714), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 56 (year 2032), Design Load: HS 20, Features Intersected: LONG POINT CR, Facility Carried by Structure: TR 571
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1020047, Location: .49 MI W OF IL 251 (Lat: 40.911153, Lng: -89.057547), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 875 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,352 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51, Facility Carried by Structure: CH 2 (2200 N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.535, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.5m (165.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1020047, Location: .49 MI W OF IL 251 (Lat: 40.911153, Lng: -89.057547), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 875 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,352 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51, Facility Carried by Structure: CH 2 (2200 N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.535, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.5m (165.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1020048, Location: 3 MI N OF ILL 116 (Lat: 40.896581, Lng: -89.055342), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51, Facility Carried by Structure: TR 41 (2100 N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.787, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 65.8m (215.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1020048, Location: 3 MI N OF ILL 116 (Lat: 40.896581, Lng: -89.055342), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 357 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51, Facility Carried by Structure: TR 41 (2100 N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.787, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 65.8m (215.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1020049, Location: 8 MI N OF US 24 (Lat: 40.852994, Lng: -89.037111), Route carried "on" structure: State highway 116, Year Built: 1990, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,253 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.7m (166.3ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1020049, Location: 8 MI N OF US 24 (Lat: 40.852994, Lng: -89.037111), Route carried "on" structure: State highway 116, Year Built: 1990, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,253 (year 2032), Design Load: HS 20, Features Intersected: I-39, US 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.7m (166.3ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102316, Location: 3.0 MI W MINONK (Lat: 40.911375, Lng: -89.101050), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 625 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 989 (year 2032), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: FAS 357 CH2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 102316, Location: 3.0 MI W MINONK (Lat: 40.911375, Lng: -89.101050), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 625 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 989 (year 2032), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: FAS 357 CH2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1023169, Location: 2 MI W OF US 51 (Lat: 40.896717, Lng: -89.084464), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 330 (year 2032), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: TR 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1023169, Location: 2 MI W OF US 51 (Lat: 40.896717, Lng: -89.084464), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 330 (year 2032), Design Load: HS 20, Features Intersected: CROW CREEK, Facility Carried by Structure: TR 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.373, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1025018, Location: 1 MI NE WOODFORD (Lat: 40.853700, Lng: -89.007681), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 71, TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1025018, Location: 1 MI NE WOODFORD (Lat: 40.853700, Lng: -89.007681), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2032), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 71, TR 244
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 102503, Location: 1.5 MI SW MINONK (Lat: 40.882061, Lng: -89.071158), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: S BR. CROW CREEK, Facility Carried by Structure: TR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very 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, 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 102503, Location: 1.5 MI SW MINONK (Lat: 40.882061, Lng: -89.071158), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: S BR. CROW CREEK, Facility Carried by Structure: TR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.467, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very 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, 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: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1020047, Location: .49 MI W OF IL 251 (Lat: 40.911161, Lng: -89.056511), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 35%, Features Intersected: I-39, US 51, Facility Carried by Structure: CH 2 (2200 N)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 44.465, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.5m (165.7ft)
Structure Number: 1020047, Location: .49 MI W OF IL 251 (Lat: 40.911161, Lng: -89.056511), Route carried "under" structure: Interstate 39, Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 17,900 (year 2021), Truck Traffic: 35%, Features Intersected: I-39, US 51, Facility Carried by Structure: CH 2 (2200 N)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 44.465, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.5m (165.7ft)
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Structure Number: 1020048, Location: 3 MI N OF ILL 116 (Lat: 40.896581, Lng: -89.055039), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,300 (year 2021), Truck Traffic: 40%, Features Intersected: I-39, US 51, Facility Carried by Structure: TR 41 (2100 N)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 42.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 65.8m (215.9ft)
Structure Number: 1020048, Location: 3 MI N OF ILL 116 (Lat: 40.896581, Lng: -89.055039), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,300 (year 2021), Truck Traffic: 40%, Features Intersected: I-39, US 51, Facility Carried by Structure: TR 41 (2100 N)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 42.840, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 65.8m (215.9ft)
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Structure Number: 1020049, Location: 8 MI N OF US 24 (Lat: 40.853022, Lng: -89.036200), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,300 (year 2021), Truck Traffic: 40%, Features Intersected: I-39, US 51, Facility Carried by Structure: FAP673 ILL 116
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 37.175, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.7m (166.3ft)
Structure Number: 1020049, Location: 8 MI N OF US 24 (Lat: 40.853022, Lng: -89.036200), Route carried "under" structure: Interstate 39, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 16,300 (year 2021), Truck Traffic: 40%, Features Intersected: I-39, US 51, Facility Carried by Structure: FAP673 ILL 116
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 37.175, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.7m (166.3ft)