Bridge Statistics for Monee, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 279ft / 85.1mTotal length
- $450,000Total costs
- 180,985Total average daily traffic
- 32,624Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Monee
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11950-1959
- 41960-1969
- 31970-1979
- 31980-1989
- 131990-1999
- 52000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.3%Excellent
- 10.5%Very good
- 21.1%Good
- 52.6%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 5.3%Excellent
- 15.8%Very good
- 15.8%Good
- 52.6%Satisfactory
- 10.5%Fair
- Bridge Condition - Substructure
- 5.3%Excellent
- 26.3%Very good
- 47.4%Good
- 5.3%Satisfactory
- 15.8%Fair
- Bridge Condition - Channel
- 4.5%Excellent
- 9.1%Very good
- 18.2%Good
- 22.7%Satisfactory
- 40.9%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 40.0%Very good
- 50.0%Good
- 10.0%Satisfactory
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Structure Number: 990112, Location: 0.6 M S PAULING RD (Lat: 41.388528, Lng: -87.760117), Route carried "on" structure: State highway 50, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CR (MID XING)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 990112, Location: 0.6 M S PAULING RD (Lat: 41.388528, Lng: -87.760117), Route carried "on" structure: State highway 50, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CR (MID XING)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.407, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 990202, Location: 9.1 M S OF US 30 (Lat: 41.377061, Lng: -87.786092), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 15, Features Intersected: I- 57, Facility Carried by Structure: HARLEM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 990202, Location: 9.1 M S OF US 30 (Lat: 41.377061, Lng: -87.786092), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 775 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 15, Features Intersected: I- 57, Facility Carried by Structure: HARLEM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 990204, Location: 7.5 M S OF US 30 (Lat: 41.397750, Lng: -87.769019), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 15, Features Intersected: I- 57, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 990204, Location: 7.5 M S OF US 30 (Lat: 41.397750, Lng: -87.769019), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 15, Features Intersected: I- 57, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990296, Location: 0.3 M S PAULING RD (Lat: 41.394075, Lng: -87.757156), Route carried "on" structure: State highway 50, Year Built: 1995, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK (N XING)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.067, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990296, Location: 0.3 M S PAULING RD (Lat: 41.394075, Lng: -87.757156), Route carried "on" structure: State highway 50, Year Built: 1995, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK (N XING)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.067, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Poor, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990297, Location: 1.4 M S PAULING RD (Lat: 41.377742, Lng: -87.765972), Route carried "on" structure: State highway 50, Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK (S xing)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.103, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 990297, Location: 1.4 M S PAULING RD (Lat: 41.377742, Lng: -87.765972), Route carried "on" structure: State highway 50, Year Built: 1995, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,113 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK (S xing)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.103, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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: March 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990298, Location: 1.1 M S MANHATTAN RD (Lat: 41.412572, Lng: -87.748386), Route carried "on" structure: State highway 50, Year Built: 1996, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 12,404 (year 2032), Design Load: HS 20, Features Intersected: RR - CN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.304, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum 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: 990298, Location: 1.1 M S MANHATTAN RD (Lat: 41.412572, Lng: -87.748386), Route carried "on" structure: State highway 50, Year Built: 1996, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 12,404 (year 2032), Design Load: HS 20, Features Intersected: RR - CN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.304, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum 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: 993074, Location: 0.5 MI E OF ILL 50 (Lat: 41.397989, Lng: -87.745103), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,889 (year 2032), Features Intersected: ROCK CREEK, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, 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: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: July 2020
Structure Number: 993074, Location: 0.5 MI E OF ILL 50 (Lat: 41.397989, Lng: -87.745103), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,450 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 3,889 (year 2032), Features Intersected: ROCK CREEK, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, 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: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: July 2020
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Structure Number: 993198, Location: 0.04 MI W 80TH AVE (Lat: 41.382675, Lng: -87.817672), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 25 or greater, Features Intersected: S BR FORKED CRK, Facility Carried by Structure: OFFNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 993198, Location: 0.04 MI W 80TH AVE (Lat: 41.382675, Lng: -87.817672), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2041), Design Load: HS 25 or greater, Features Intersected: S BR FORKED CRK, Facility Carried by Structure: OFFNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 993275, Location: .5 M E Crawford Ave (Lat: 41.383744, Lng: -87.700633), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: W. OFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 993275, Location: .5 M E Crawford Ave (Lat: 41.383744, Lng: -87.700633), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: W. OFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 993297, Location: 400 SO EAGLE LK RD (Lat: 41.367567, Lng: -87.727889), Route carried "on" structure: County highway , Year Built: 1972, Year Reconstructed: 2006, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,213 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: WILL CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 44.4 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: 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, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 993297, Location: 400 SO EAGLE LK RD (Lat: 41.367567, Lng: -87.727889), Route carried "on" structure: County highway , Year Built: 1972, Year Reconstructed: 2006, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 2,213 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: WILL CENTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 44.4 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: 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, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $144,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 99331, Location: 2.8 MI E.CENTER RD (Lat: 41.426692, Lng: -87.790067), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,839 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
Structure Number: 99331, Location: 2.8 MI E.CENTER RD (Lat: 41.426692, Lng: -87.790067), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 6,839 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020
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Structure Number: 994601, Location: 1.1 MI S. MAIN-MONEE (Lat: 41.410831, Lng: -87.825197), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: FORKED CREEK, Facility Carried by Structure: PEOTENE RD (88TH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.614, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 994601, Location: 1.1 MI S. MAIN-MONEE (Lat: 41.410831, Lng: -87.825197), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: FORKED CREEK, Facility Carried by Structure: PEOTENE RD (88TH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.614, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 994602, Location: 1.7M W of I57 (Lat: 41.397417, Lng: -87.802642), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 25 or greater, Features Intersected: S BR FORKED CREEK, Facility Carried by Structure: PAULING RD (TR 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Other
Structure Number: 994602, Location: 1.7M W of I57 (Lat: 41.397417, Lng: -87.802642), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 25 or greater, Features Intersected: S BR FORKED CREEK, Facility Carried by Structure: PAULING RD (TR 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Other
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Structure Number: 994607, Location: JUST N@ MAN-MONEE RD (Lat: 41.426983, Lng: -87.786717), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,682 (year 2032), Design Load: HS 20, Features Intersected: TRIB.FORKED CREEK, Facility Carried by Structure: HARLEM AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, 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: 4.4m (14.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 994607, Location: JUST N@ MAN-MONEE RD (Lat: 41.426983, Lng: -87.786717), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,682 (year 2032), Design Load: HS 20, Features Intersected: TRIB.FORKED CREEK, Facility Carried by Structure: HARLEM AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.796, 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: 4.4m (14.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 994614, Location: 3.1 MI E US-45 (Lat: 41.411689, Lng: -87.824239), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: FORKED CREEK, Facility Carried by Structure: BRUNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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, Deck Structure Type: Other
Structure Number: 994614, Location: 3.1 MI E US-45 (Lat: 41.411689, Lng: -87.824239), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 402 (year 2032), Design Load: HS 20, Features Intersected: FORKED CREEK, Facility Carried by Structure: BRUNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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, Deck Structure Type: Other
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Structure Number: 994624, Location: 0.8MI S.MAN-MONEE RD (Lat: 41.414639, Lng: -87.805931), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 201 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF FORKED CREEK, Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 994624, Location: 0.8MI S.MAN-MONEE RD (Lat: 41.414639, Lng: -87.805931), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 201 (year 2032), Design Load: HS 20, Features Intersected: TRIB OF FORKED CREEK, Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.180, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 994647, Location: 3M S OF COOK CO LINE (Lat: 41.426936, Lng: -87.759781), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 11,400 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 9,923 (year 2032), Design Load: HS 20+Mod, Features Intersected: I- 57, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.022, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 994647, Location: 3M S OF COOK CO LINE (Lat: 41.426936, Lng: -87.759781), Route carried "on" structure: Other road , Year Built: 2009, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 11,400 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 9,923 (year 2032), Design Load: HS 20+Mod, Features Intersected: I- 57, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.022, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 994653, Location: 0.3 MI N.PAULINE RD (Lat: 41.402186, Lng: -87.747442), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34 (year 2032), Design Load: HS 20, Features Intersected: TRIB ROCK CREEK, Facility Carried by Structure: EGYPTION TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $9,000, Total Project Cost: $137,000
Structure Number: 994653, Location: 0.3 MI N.PAULINE RD (Lat: 41.402186, Lng: -87.747442), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34 (year 2032), Design Load: HS 20, Features Intersected: TRIB ROCK CREEK, Facility Carried by Structure: EGYPTION TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $9,000, Total Project Cost: $137,000
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Structure Number: 994654, Location: .3 M E.ILL 50 (Lat: 41.383306, Lng: -87.756853), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: OFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 994654, Location: .3 M E.ILL 50 (Lat: 41.383306, Lng: -87.756853), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: OFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994656, Location: 0.5 MI E EGYP. TR RD (Lat: 41.383461, Lng: -87.738103), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 469 (year 2032), Design Load: HS 20, Features Intersected: TRIB. ROCK CREEK, Facility Carried by Structure: OFFNER ROAD TR377
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 994656, Location: 0.5 MI E EGYP. TR RD (Lat: 41.383461, Lng: -87.738103), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 469 (year 2032), Design Load: HS 20, Features Intersected: TRIB. ROCK CREEK, Facility Carried by Structure: OFFNER ROAD TR377
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994658, Location: 1.7M.S.OF MONEE (Lat: 41.397869, Lng: -87.756222), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 20, Features Intersected: IL-50 & I.C.G.RR, Facility Carried by Structure: PAULING RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Lanes under structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 994658, Location: 1.7M.S.OF MONEE (Lat: 41.397869, Lng: -87.756222), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 1,800 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,542 (year 2032), Design Load: HS 20, Features Intersected: IL-50 & I.C.G.RR, Facility Carried by Structure: PAULING RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Lanes under structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 994659, Location: 2M SO OF PAULING RD (Lat: 41.395136, Lng: -87.805664), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: S. BR FORKED CR., Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: 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: 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: July 2020
Structure Number: 994659, Location: 2M SO OF PAULING RD (Lat: 41.395136, Lng: -87.805664), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 350 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: S. BR FORKED CR., Facility Carried by Structure: 80TH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: 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: 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: July 2020
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Structure Number: 994953, Location: 0.50 MI W OF IL-50 (Lat: 41.368603, Lng: -87.777189), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: ROCK CR, Facility Carried by Structure: EAGLE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 63.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 994953, Location: 0.50 MI W OF IL-50 (Lat: 41.368603, Lng: -87.777189), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: ROCK CR, Facility Carried by Structure: EAGLE LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 63.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994955, Location: 1.9 M E OF IL 50 (Lat: 41.368981, Lng: -87.734311), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CR.(W), Facility Carried by Structure: EAGLE LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 994955, Location: 1.9 M E OF IL 50 (Lat: 41.368981, Lng: -87.734311), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CR.(W), Facility Carried by Structure: EAGLE LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994957, Location: 2.4M.E OF IL 50 (Lat: 41.369022, Lng: -87.728961), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CR.(E), Facility Carried by Structure: EAGLE LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 994957, Location: 2.4M.E OF IL 50 (Lat: 41.369022, Lng: -87.728961), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CR.(E), Facility Carried by Structure: EAGLE LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 994962, Location: 1.4 M.SOF PAULIGG RD (Lat: 41.377658, Lng: -87.708617), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 35 (year 2016), Average Future Daily Traffic: 34 (year 2032), Design Load: HS 20, Features Intersected: BLK WAL CR, Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 994962, Location: 1.4 M.SOF PAULIGG RD (Lat: 41.377658, Lng: -87.708617), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 35 (year 2016), Average Future Daily Traffic: 34 (year 2032), Design Load: HS 20, Features Intersected: BLK WAL CR, Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 994965, Location: 2.5 MI E IL-50 (Lat: 41.369056, Lng: -87.724831), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: EAGLE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.005, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 994965, Location: 2.5 MI E IL-50 (Lat: 41.369056, Lng: -87.724831), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 425 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 268 (year 2032), Design Load: HS 20, Features Intersected: BLACK WALNUT CREEK, Facility Carried by Structure: EAGLE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.005, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 99665, Location: 0.1M.E.OF IL-50 (Lat: 41.420389, Lng: -87.743794), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 8,180 (year 2032), Design Load: HS 20, Features Intersected: I.C.R.R., Facility Carried by Structure: COURT ST.(MAN.MON.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 99665, Location: 0.1M.E.OF IL-50 (Lat: 41.420389, Lng: -87.743794), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 8,180 (year 2032), Design Load: HS 20, Features Intersected: I.C.R.R., Facility Carried by Structure: COURT ST.(MAN.MON.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 996651, Location: 0.1 M E IL-50(MONEE) (Lat: 41.419283, Lng: -87.744769), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,140 (year 2032), Design Load: HS 20, Features Intersected: IC RR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 996651, Location: 0.1 M E IL-50(MONEE) (Lat: 41.419283, Lng: -87.744769), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,140 (year 2032), Design Load: HS 20, Features Intersected: IC RR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990202, Location: 9.1 M S OF US 30 (Lat: 41.377061, Lng: -87.786092), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 34,200 (year 2021), Truck Traffic: 23%, Features Intersected: I- 57, Facility Carried by Structure: HARLEM AVE
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 533.242, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft)
Structure Number: 990202, Location: 9.1 M S OF US 30 (Lat: 41.377061, Lng: -87.786092), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 34,200 (year 2021), Truck Traffic: 23%, Features Intersected: I- 57, Facility Carried by Structure: HARLEM AVE
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 533.242, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft)
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Structure Number: 990204, Location: 7.5 M S OF US 30 (Lat: 41.397750, Lng: -87.768381), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 34,200 (year 2021), Truck Traffic: 23%, Features Intersected: I- 57, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 535.961, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 990204, Location: 7.5 M S OF US 30 (Lat: 41.397750, Lng: -87.768381), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 34,200 (year 2021), Truck Traffic: 23%, Features Intersected: I- 57, Facility Carried by Structure: PAULING RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 535.961, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 994647, Location: 3M S OF COOK CO LINE (Lat: 41.426939, Lng: -87.759289), Route carried "under" structure: Interstate 57, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 21%, Features Intersected: I- 57, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 539.357, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 994647, Location: 3M S OF COOK CO LINE (Lat: 41.426939, Lng: -87.759289), Route carried "under" structure: Interstate 57, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 44,300 (year 2021), Truck Traffic: 21%, Features Intersected: I- 57, Facility Carried by Structure: MANHATTAN-MONEE RD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 539.357, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 994658, Location: 1.7M.S.OF MONEE (Lat: 41.397878, Lng: -87.755272), Route carried "under" structure: State highway 50, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Features Intersected: IL-50 & I.C.G.RR, Facility Carried by Structure: PAULING RD.
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 35.517, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)
Structure Number: 994658, Location: 1.7M.S.OF MONEE (Lat: 41.397878, Lng: -87.755272), Route carried "under" structure: State highway 50, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 5,250 (year 2021), Truck Traffic: 14%, Features Intersected: IL-50 & I.C.G.RR, Facility Carried by Structure: PAULING RD.
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 35.517, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft)