Bridge Statistics for Mokena, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 194ft / 59.0mTotal length
- $1,643,000Total costs
- 543,750Total average daily traffic
- 73,568Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mokena
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 81960-1969
- 11970-1979
- 21980-1989
- 51990-1999
- 42000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Serious
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Serious
- Bridge Condition - Substructure
- 33.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 21.4%Very good
- 7.1%Good
- 64.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
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Structure Number: 990115, Location: 3.2 M N OF US-30 (Lat: 41.552892, Lng: -87.853411), Route carried "on" structure: US 45, Year Built: 1967, Year Reconstructed: 2003, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46,265 (year 2032), Design Load: HS 20, Features Intersected: I- 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.635, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 51.8 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990115, Location: 3.2 M N OF US-30 (Lat: 41.552892, Lng: -87.853411), Route carried "on" structure: US 45, Year Built: 1967, Year Reconstructed: 2003, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46,265 (year 2032), Design Load: HS 20, Features Intersected: I- 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 573.635, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 33.0m (108.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 51.8 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990116, Location: 0.5 M S OF I-80 (Lat: 41.546739, Lng: -87.851758), Route carried "on" structure: US 45, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46,265 (year 2032), Design Load: HS 20, Features Intersected: RR - METRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 572.879, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990116, Location: 0.5 M S OF I-80 (Lat: 41.546739, Lng: -87.851758), Route carried "on" structure: US 45, Year Built: 1968, Year Reconstructed: 2003, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 46,265 (year 2032), Design Load: HS 20, Features Intersected: RR - METRA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 572.879, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990192, Location: 2.0 M W OF US-45 (Lat: 41.552522, Lng: -87.890069), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 20,920 (year 2032), Design Load: HS 20, Features Intersected: I- 80, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 990192, Location: 2.0 M W OF US-45 (Lat: 41.552522, Lng: -87.890069), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 20,920 (year 2032), Design Load: HS 20, Features Intersected: I- 80, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 990198, Location: 1.9m E of 355 alg 80 (Lat: 41.549089, Lng: -87.920103), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 13.15m (43.14ft), Average Daily Traffic: 9,600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,376 (year 2032), Design Load: HS 20, Features Intersected: I- 80, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,368,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990198, Location: 1.9m E of 355 alg 80 (Lat: 41.549089, Lng: -87.920103), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 13.15m (43.14ft), Average Daily Traffic: 9,600 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 7,376 (year 2032), Design Load: HS 20, Features Intersected: I- 80, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,368,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990271, Location: 1 M N OF US 30 (Lat: 41.518133, Lng: -87.888958), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Features Intersected: HICKORY CREEK, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990271, Location: 1 M N OF US 30 (Lat: 41.518133, Lng: -87.888958), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Features Intersected: HICKORY CREEK, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990314, Location: 0.88 M S COOK CTY (Lat: 41.543906, Lng: -87.889800), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 20,920 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990314, Location: 0.88 M S COOK CTY (Lat: 41.543906, Lng: -87.889800), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 15,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 20,920 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 62.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990315, Location: 0.7 M N OF US 30 (Lat: 41.513789, Lng: -87.890394), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: HICKORY CREEK TRIB, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.715, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990315, Location: 0.7 M N OF US 30 (Lat: 41.513789, Lng: -87.890394), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: HICKORY CREEK TRIB, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.715, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 993129, Location: 0.6 MI E PARKER RD (Lat: 41.539589, Lng: -87.930781), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,230 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CR, Facility Carried by Structure: REGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 993129, Location: 0.6 MI E PARKER RD (Lat: 41.539589, Lng: -87.930781), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,450 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,230 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CR, Facility Carried by Structure: REGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $18,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 993358, Location: 1.8MI E US-45 (Lat: 41.543617, Lng: -87.817114), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 25,479 (year 2032), Design Load: HS 20, Features Intersected: UNION DITCH, Facility Carried by Structure: 191ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Other
Structure Number: 993358, Location: 1.8MI E US-45 (Lat: 41.543617, Lng: -87.817114), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 21,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 25,479 (year 2032), Design Load: HS 20, Features Intersected: UNION DITCH, Facility Carried by Structure: 191ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Other
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Structure Number: 993374, Location: .5M N of US30 (Lat: 41.518233, Lng: -87.927778), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 12,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,209 (year 2032), Design Load: HS 20, Features Intersected: HICKORY CREEK, Facility Carried by Structure: SCHOOLHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 993374, Location: .5M N of US30 (Lat: 41.518233, Lng: -87.927778), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 12,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,209 (year 2032), Design Load: HS 20, Features Intersected: HICKORY CREEK, Facility Carried by Structure: SCHOOLHOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 993388, Location: 0.20 MI S I-80 (Lat: 41.547175, Lng: -87.811911), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21,724 (year 2032), Design Load: HS 20, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 993388, Location: 0.20 MI S I-80 (Lat: 41.547175, Lng: -87.811911), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,700 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 21,724 (year 2032), Design Load: HS 20, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 994351, Location: 0.8 MI S I-80 (Lat: 41.543567, Lng: -87.909119), Route carried "on" structure: City street , Year Built: 1978, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 683 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 994351, Location: 0.8 MI S I-80 (Lat: 41.543567, Lng: -87.909119), Route carried "on" structure: City street , Year Built: 1978, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 683 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: TOWN LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 994404, Location: 200'W OF WOLF ROAD (Lat: 41.513178, Lng: -87.889439), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 201 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CLEVELAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
Structure Number: 994404, Location: 200'W OF WOLF ROAD (Lat: 41.513178, Lng: -87.889439), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 201 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CLEVELAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018
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Structure Number: 994406, Location: 0.05M N. OF 191ST ST (Lat: 41.543983, Lng: -87.870275), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,816 (year 2032), Design Load: HS 20, Features Intersected: E. BR. MARLEY CRK, Facility Carried by Structure: 104TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 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 minimum criteria, Deck Geometry: Better than 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 994406, Location: 0.05M N. OF 191ST ST (Lat: 41.543983, Lng: -87.870275), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,816 (year 2032), Design Load: HS 20, Features Intersected: E. BR. MARLEY CRK, Facility Carried by Structure: 104TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 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 minimum criteria, Deck Geometry: Better than 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 994619, Location: 0.15 MI N US 30 (Lat: 41.505631, Lng: -87.889739), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1995, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: TRIB. HICKORY CR, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 994619, Location: 0.15 MI N US 30 (Lat: 41.505631, Lng: -87.889739), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1995, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: TRIB. HICKORY CR, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 994623, Location: WOLF & LAPORTE (Lat: 41.528831, Lng: -87.889350), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED SWALE, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 994623, Location: WOLF & LAPORTE (Lat: 41.528831, Lng: -87.889350), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 13,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 16,226 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED SWALE, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
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Structure Number: 994661, Location: 0.3 M W OF WOLF (Lat: 41.504100, Lng: -87.893408), Route carried "on" structure: US 30, Year Built: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 25,345 (year 2032), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Other
Structure Number: 994661, Location: 0.3 M W OF WOLF (Lat: 41.504100, Lng: -87.893408), Route carried "on" structure: US 30, Year Built: 2006, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 25,345 (year 2032), Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Other
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Structure Number: 996005, Location: 0.35 MI N OF REGAN (Lat: 41.541369, Lng: -87.921083), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 25 or greater, Features Intersected: MARLEY CREEK, Facility Carried by Structure: WHISPER CREEK WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2021, Other Special Inspection Date: June 2019, Deck Structure Type: Other
Structure Number: 996005, Location: 0.35 MI N OF REGAN (Lat: 41.541369, Lng: -87.921083), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,340 (year 2032), Design Load: HS 25 or greater, Features Intersected: MARLEY CREEK, Facility Carried by Structure: WHISPER CREEK WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.7m (107.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2021, Other Special Inspection Date: June 2019, Deck Structure Type: Other
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Structure Number: 990115, Location: 3.2 M N OF US-30 (Lat: 41.552892, Lng: -87.853411), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 72,500 (year 2021), Truck Traffic: 15%, Features Intersected: I- 80, Facility Carried by Structure: US 45
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 234.507, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
Structure Number: 990115, Location: 3.2 M N OF US-30 (Lat: 41.552892, Lng: -87.853411), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 72,500 (year 2021), Truck Traffic: 15%, Features Intersected: I- 80, Facility Carried by Structure: US 45
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 234.507, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
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Structure Number: 990192, Location: 2.0 M W OF US-45 (Lat: 41.552319, Lng: -87.890069), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 90,800 (year 2021), Truck Traffic: 25%, Features Intersected: I- 80, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 231.450, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
Structure Number: 990192, Location: 2.0 M W OF US-45 (Lat: 41.552319, Lng: -87.890069), Route carried "under" structure: Interstate 80, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 90,800 (year 2021), Truck Traffic: 25%, Features Intersected: I- 80, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 231.450, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft)
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Structure Number: 990198, Location: 1.9m E of 355 alg 80 (Lat: 41.549139, Lng: -87.918889), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 90,800 (year 2021), Truck Traffic: 25%, Features Intersected: I- 80, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 228.939, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.2m (135.2ft)
Structure Number: 990198, Location: 1.9m E of 355 alg 80 (Lat: 41.549139, Lng: -87.918889), Route carried "under" structure: Interstate 80, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 90,800 (year 2021), Truck Traffic: 25%, Features Intersected: I- 80, Facility Carried by Structure: MAPLE RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 228.939, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.2m (135.2ft)
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Structure Number: 993061, Location: .8M W of Wolf Rd (Lat: 41.505886, Lng: -87.904061), Route carried "under" structure: US 30, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 3%, Features Intersected: US30, Facility Carried by Structure: Hickory Cr. Bikewa
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 213.216, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 993061, Location: .8M W of Wolf Rd (Lat: 41.505886, Lng: -87.904061), Route carried "under" structure: US 30, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 24,700 (year 2021), Truck Traffic: 3%, Features Intersected: US30, Facility Carried by Structure: Hickory Cr. Bikewa
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 213.216, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 38.1m (125.0ft)