Bridge Statistics for Minooka, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 236ft / 72.1mTotal length
- $144,000Total costs
- 340,450Total average daily traffic
- 83,103Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Minooka
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21950-1959
- 31960-1969
- 51970-1979
- 71980-1989
- 61990-1999
- 32000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.6%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 22.2%Very good
- 27.8%Good
- 27.8%Satisfactory
- 5.6%Fair
- 11.1%Poor
- 5.6%Serious
- Bridge Condition - Substructure
- 5.6%Excellent
- 33.3%Very good
- 16.7%Good
- 44.4%Satisfactory
- Bridge Condition - Channel
- 21.1%Very good
- 42.1%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Culverts
- 20.0%Excellent
- 20.0%Very good
- 60.0%Good
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Structure Number: 320065, Location: 0.5 M E MINOOKA INT (Lat: 41.462419, Lng: -88.261811), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 6.10m (20.01ft), Average Future Daily Traffic: 3,723 (year 2032), Features Intersected: FAI 80, Facility Carried by Structure: WABENA ST-MINOOKA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 320065, Location: 0.5 M E MINOOKA INT (Lat: 41.462419, Lng: -88.261811), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 6.10m (20.01ft), Average Future Daily Traffic: 3,723 (year 2032), Features Intersected: FAI 80, Facility Carried by Structure: WABENA ST-MINOOKA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3201, Location: MINOOKA INTERCHANGE (Lat: 41.462200, Lng: -88.271569), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 52,007 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS285/CH5/RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.916, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.0m (124.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 3201, Location: MINOOKA INTERCHANGE (Lat: 41.462200, Lng: -88.271569), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 52,007 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS285/CH5/RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.916, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.0m (124.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: 320102, Location: 7.73 MI E OF ILL 47 (Lat: 41.460833, Lng: -88.303092), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 36,900 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 43,813 (year 2032), Design Load: HS 20+Mod, Features Intersected: AUX SABLE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.859, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 320102, Location: 7.73 MI E OF ILL 47 (Lat: 41.460833, Lng: -88.303092), Route carried "on" structure: Interstate 80, Year Built: 2003, Status: Open, Structure Length: 5.40m (17.72ft), Average Daily Traffic: 36,900 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 43,813 (year 2032), Design Load: HS 20+Mod, Features Intersected: AUX SABLE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.859, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 38.2m (125.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 320119, Location: 0.41 M E Minooka Int (Lat: 41.453900, Lng: -88.317631), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 11.76m (38.58ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,430 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-80, Facility Carried by Structure: MINOOKA RD / CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.1 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: 51.2 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, Underclear: High priority of corrective action, 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: 320119, Location: 0.41 M E Minooka Int (Lat: 41.453900, Lng: -88.317631), Route carried "on" structure: Other road , Year Built: 2015, Status: Open, Structure Length: 11.76m (38.58ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,430 (year 2038), Design Load: HS 25 or greater, Features Intersected: I-80, Facility Carried by Structure: MINOOKA RD / CH 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.1 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: 51.2 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, Underclear: High priority of corrective action, 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: 323015, Location: 2.0 MI W OF MINOOKA (Lat: 41.454058, Lng: -88.309758), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 2,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: MINOOKA RD/FAU400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 323015, Location: 2.0 MI W OF MINOOKA (Lat: 41.454058, Lng: -88.309758), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 5.26m (17.26ft), Average Daily Traffic: 2,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,186 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: MINOOKA RD/FAU400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32377, Location: .38 MI W BRISBIN RD (Lat: 41.445889, Lng: -88.372481), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 626 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: TR-3B MINOOKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 32377, Location: .38 MI W BRISBIN RD (Lat: 41.445889, Lng: -88.372481), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 626 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: TR-3B MINOOKA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 323776, Location: .29 MI S. MINOOKA RD (Lat: 41.441750, Lng: -88.365089), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 398 (year 2032), Design Load: HS 20, Features Intersected: Valley Run Creek, Facility Carried by Structure: BRISBIN RD FAU401
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 323776, Location: .29 MI S. MINOOKA RD (Lat: 41.441750, Lng: -88.365089), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 398 (year 2032), Design Load: HS 20, Features Intersected: Valley Run Creek, Facility Carried by Structure: BRISBIN RD FAU401
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 323831, Location: 5.5 MI W MINOOKA (Lat: 41.455819, Lng: -88.384603), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: WALLEY RUN, Facility Carried by Structure: TR 136
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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 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: October 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 323831, Location: 5.5 MI W MINOOKA (Lat: 41.455819, Lng: -88.384603), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: WALLEY RUN, Facility Carried by Structure: TR 136
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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 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: October 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 323901, Location: .32 MI E BRISBIN RD (Lat: 41.445997, Lng: -88.359089), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 341 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: MINOOKA RD FAU400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 323901, Location: .32 MI E BRISBIN RD (Lat: 41.445997, Lng: -88.359089), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 341 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: MINOOKA RD FAU400
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 323903, Location: 0.34 MI S MINOOKA RD (Lat: 41.449292, Lng: -88.309928), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 675 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: TR 174 TABLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 323903, Location: 0.34 MI S MINOOKA RD (Lat: 41.449292, Lng: -88.309928), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 675 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 910 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO AUX SABLE CR, Facility Carried by Structure: TR 174 TABLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 323906, Location: .9 MI S MINOOKA RD (Lat: 41.432789, Lng: -88.353392), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: WALLEY RUN, Facility Carried by Structure: BROWN ROAD TR-150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 323906, Location: .9 MI S MINOOKA RD (Lat: 41.432789, Lng: -88.353392), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: WALLEY RUN, Facility Carried by Structure: BROWN ROAD TR-150
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, 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: 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 323908, Location: 0.77 MI N US 6 (Lat: 41.428486, Lng: -88.328964), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 625 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 797 (year 2032), Design Load: HS 20, Features Intersected: Trib. Aux Sable Crk, Facility Carried by Structure: TR-174 Tabler Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 323908, Location: 0.77 MI N US 6 (Lat: 41.428486, Lng: -88.328964), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 625 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 797 (year 2032), Design Load: HS 20, Features Intersected: Trib. Aux Sable Crk, Facility Carried by Structure: TR-174 Tabler Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 473095, Location: .5 MI N OF HOLT RD (Lat: 41.476956, Lng: -88.315506), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 146 (year 2032), Design Load: HS 15, Features Intersected: AUX SABLE CK, Facility Carried by Structure: HANSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 473095, Location: .5 MI N OF HOLT RD (Lat: 41.476956, Lng: -88.315506), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 146 (year 2032), Design Load: HS 15, Features Intersected: AUX SABLE CK, Facility Carried by Structure: HANSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 473098, Location: HOLT RD AUX SABLE (Lat: 41.468678, Lng: -88.306436), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 730 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: HOLT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 473098, Location: HOLT RD AUX SABLE (Lat: 41.468678, Lng: -88.306436), Route carried "on" structure: Other road , Year Built: 1977, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 730 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: HOLT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 473116, Location: BY JUGHANDLE ROAD (Lat: 41.498019, Lng: -88.299689), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 730 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: TR 125 BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473116, Location: BY JUGHANDLE ROAD (Lat: 41.498019, Lng: -88.299689), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 730 (year 2032), Design Load: H 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: TR 125 BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47313, Location: BELL RD 1 MI W RIDGE (Lat: 41.498139, Lng: -88.293281), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 730 (year 2032), Design Load: HS 20, Features Intersected: BR OF AUX SABLE CR, Facility Carried by Structure: TR 125 BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
Structure Number: 47313, Location: BELL RD 1 MI W RIDGE (Lat: 41.498139, Lng: -88.293281), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 730 (year 2032), Design Load: HS 20, Features Intersected: BR OF AUX SABLE CR, Facility Carried by Structure: TR 125 BELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
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Structure Number: 473131, Location: 1.5 MI W OF RIDGE RD (Lat: 41.483403, Lng: -88.300514), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: WILDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473131, Location: 1.5 MI W OF RIDGE RD (Lat: 41.483403, Lng: -88.300514), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 110 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: WILDY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473139, Location: 0.5 MI W OF OBRIEN (Lat: 41.460825, Lng: -88.337872), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 569 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: SHERRILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Bituminous
Structure Number: 473139, Location: 0.5 MI W OF OBRIEN (Lat: 41.460825, Lng: -88.337872), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 569 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: SHERRILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Bituminous
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Structure Number: 473143, Location: 2MI S-US 52 (Lat: 41.481533, Lng: -88.330117), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: O'BRIEN RD, Facility Carried by Structure: BR E AUX SABLE CRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.7m (38.4ft), 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: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Structure Number: 473143, Location: 2MI S-US 52 (Lat: 41.481533, Lng: -88.330117), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: O'BRIEN RD, Facility Carried by Structure: BR E AUX SABLE CRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.7m (38.4ft), 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: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
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Structure Number: 473147, Location: 2.5 MILE S OF US 52 (Lat: 41.475144, Lng: -88.329908), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: O'BRIEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.072, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.7m (38.4ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473147, Location: 2.5 MILE S OF US 52 (Lat: 41.475144, Lng: -88.329908), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CREEK, Facility Carried by Structure: O'BRIEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.072, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 11.7m (38.4ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473149, Location: 1.5 Mi. S. of RTE.52 (Lat: 41.490825, Lng: -88.330464), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CK, Facility Carried by Structure: O'BRIEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 15.1m (49.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 473149, Location: 1.5 Mi. S. of RTE.52 (Lat: 41.490825, Lng: -88.330464), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,095 (year 2032), Design Load: HS 20, Features Intersected: AUX SABLE CK, Facility Carried by Structure: O'BRIEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 15.1m (49.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 473183, Location: SEC 29/30 SEWARD TWP (Lat: 41.481236, Lng: -88.349422), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 949 (year 2032), Design Load: HS 25 or greater, Features Intersected: AUX SABLE CR BR, Facility Carried by Structure: GROVE RD FAS 1259
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.1 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: 41.8 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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
Structure Number: 473183, Location: SEC 29/30 SEWARD TWP (Lat: 41.481236, Lng: -88.349422), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 600 (year 2015), Truck Traffic: 27%, Average Future Daily Traffic: 949 (year 2032), Design Load: HS 25 or greater, Features Intersected: AUX SABLE CR BR, Facility Carried by Structure: GROVE RD FAS 1259
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.1 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: 41.8 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: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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
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Structure Number: 990179, Location: 3.0 M W OF I-55 (Lat: 41.470303, Lng: -88.241444), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,207 (year 2032), Design Load: HS 15, Features Intersected: I- 80, Facility Carried by Structure: SHEPLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 990179, Location: 3.0 M W OF I-55 (Lat: 41.470303, Lng: -88.241444), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,207 (year 2032), Design Load: HS 15, Features Intersected: I- 80, Facility Carried by Structure: SHEPLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 320065, Location: 0.5 M E MINOOKA INT (Lat: 41.462419, Lng: -88.261811), Route carried "under" structure: Interstate 80, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Features Intersected: FAI 80, Facility Carried by Structure: WABENA ST-MINOOKA
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 196.737, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft)
Structure Number: 320065, Location: 0.5 M E MINOOKA INT (Lat: 41.462419, Lng: -88.261811), Route carried "under" structure: Interstate 80, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Features Intersected: FAI 80, Facility Carried by Structure: WABENA ST-MINOOKA
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 196.737, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.9m (55.4ft)
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Structure Number: 3201, Location: MINOOKA INTERCHANGE (Lat: 41.462061, Lng: -88.271564), Route carried "under" structure: Other road , Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,700 (year 2019), Truck Traffic: 18%, Features Intersected: FAS285/CH5/RIDGE RD, Facility Carried by Structure: FAI 80 (EB & WB)
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 3201, Location: MINOOKA INTERCHANGE (Lat: 41.462061, Lng: -88.271564), Route carried "under" structure: Other road , Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,700 (year 2019), Truck Traffic: 18%, Features Intersected: FAS285/CH5/RIDGE RD, Facility Carried by Structure: FAI 80 (EB & WB)
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 320119, Location: 0.41 M E Minooka Int (Lat: 41.453900, Lng: -88.317631), Route carried "under" structure: Interstate 80, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 36,900 (year 2021), Truck Traffic: 30%, Features Intersected: I-80, Facility Carried by Structure: MINOOKA RD / CH 16
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 191.796, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
Structure Number: 320119, Location: 0.41 M E Minooka Int (Lat: 41.453900, Lng: -88.317631), Route carried "under" structure: Interstate 80, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 36,900 (year 2021), Truck Traffic: 30%, Features Intersected: I-80, Facility Carried by Structure: MINOOKA RD / CH 16
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 191.796, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.0m (200.1ft)
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Structure Number: 3234, Location: 0.66 MI S I-80 (Lat: 41.452744, Lng: -88.271256), Route carried "under" structure: Other road , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2019), Truck Traffic: 14%, Features Intersected: RIDGE RD/FAU384, Facility Carried by Structure: EJ&E RR
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.062, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3234, Location: 0.66 MI S I-80 (Lat: 41.452744, Lng: -88.271256), Route carried "under" structure: Other road , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 14,100 (year 2019), Truck Traffic: 14%, Features Intersected: RIDGE RD/FAU384, Facility Carried by Structure: EJ&E RR
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 1.062, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 329901, Location: 0.41 M E MINOOKA INT (Lat: 41.462378, Lng: -88.263786), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Features Intersected: FAI 80, Facility Carried by Structure: E J & E RAILROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 196.576, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 329901, Location: 0.41 M E MINOOKA INT (Lat: 41.462378, Lng: -88.263786), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 50,300 (year 2021), Truck Traffic: 26%, Features Intersected: FAI 80, Facility Carried by Structure: E J & E RAILROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 196.576, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 329903, Location: AUX SABLE SEC 1 (Lat: 41.455083, Lng: -88.269128), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2019), Truck Traffic: 6%, Features Intersected: MONDAMIN/FAU 400, Facility Carried by Structure: E.J.& E. RR
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 8.883, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 329903, Location: AUX SABLE SEC 1 (Lat: 41.455083, Lng: -88.269128), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2019), Truck Traffic: 6%, Features Intersected: MONDAMIN/FAU 400, Facility Carried by Structure: E.J.& E. RR
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 8.883, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.7m (44.9ft)
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Structure Number: 990179, Location: 3.0 M W OF I-55 (Lat: 41.470311, Lng: -88.240889), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 57,400 (year 2019), Truck Traffic: 24%, Features Intersected: I- 80, Facility Carried by Structure: SHEPLEY RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 198.813, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)
Structure Number: 990179, Location: 3.0 M W OF I-55 (Lat: 41.470311, Lng: -88.240889), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 57,400 (year 2019), Truck Traffic: 24%, Features Intersected: I- 80, Facility Carried by Structure: SHEPLEY RD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 198.813, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft)