Bridge Statistics for Hoffman Estates, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 160502,  Location: .65 M NW IL 59 (Lat: 42.077636,  Lng: -88.201192),  Route carried "on" structure: State highway 72,  Year Built: 1938,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 19,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,545 (year 2032),  Design Load: HS 20,  Features Intersected: RR - WI CENTRAL LTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.053,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 160845,  Location: 1.5 M E of IL 59 (Lat: 42.066175,  Lng: -88.160428),  Route carried "on" structure: State highway 72,  Year Built: 2015,  Status: Open,  Structure Length: 17.89m (58.69ft),  Average Daily Traffic: 16,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,250 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I- 90 ADAMS TOLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.609,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 161168,  Location: 0.2 M SE I-90 (Lat: 42.064867,  Lng: -88.155764),  Route carried "on" structure: State highway 72,  Year Built: 1939,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 16,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,587 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other

Find on map >>   Show street view

Structure Number: 161719,  Location: 6 M W of IL 53 (Lat: 42.066511,  Lng: -88.144647),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 32,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I- 90 ADAMS TOLLWAY,  Facility Carried by Structure: BARRINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.444,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 53.4m (175.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162087,  Location: .06 M W IL 59 (Lat: 42.045447,  Lng: -88.195256),  Route carried "on" structure: State highway 58,  Year Built: 1977,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,596 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.938,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $511,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $767,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162088,  Location: .01 M S IL 58 (Lat: 42.045161,  Lng: -88.194072),  Route carried "on" structure: State highway 59,  Year Built: 1977,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 35,900 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,801 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.1m (13.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 81.6 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: 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: June 2020

Find on map >>   Show street view

Structure Number: 162502,  Location: 0.2 M E BARRINGTON (Lat: 42.058156,  Lng: -88.140461),  Route carried "on" structure: State highway 72,  Year Built: 1970,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 22,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,192 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.525,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 162514,  Location: 1 M W IL 59 (Lat: 42.044972,  Lng: -88.214572),  Route carried "on" structure: State highway 58,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,596 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.329,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162596,  Location: .65 M W OF IL 59 (Lat: 42.077636,  Lng: -88.201192),  Route carried "on" structure: State highway 72,  Year Built: 1991,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 19,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,545 (year 2032),  Design Load: HS 20,  Features Intersected: RR - WI CENTRAL LTD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.053,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162599,  Location: 1.5 M N IL 58 (Lat: 42.066831,  Lng: -88.192933),  Route carried "on" structure: State highway 59,  Year Built: 1991,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 30,300 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,179 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.342,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162655,  Location: 1.5MI W IL-59 (Lat: 42.066450,  Lng: -88.223211),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,350 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,785 (year 2032),  Design Load: HS 20,  Features Intersected: I-90,  Facility Carried by Structure: BEVERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 162762,  Location: 0.3 M E IL-72 (Lat: 42.066514,  Lng: -88.154933),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 116,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 223,500 (year 2035),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.278,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019

Find on map >>   Show street view

Structure Number: 162765,  Location: 0.5 W BARRINGTON RD (Lat: 42.046419,  Lng: -88.155781),  Route carried "on" structure: State highway 58,  Year Built: 2002,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 24,300 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,540 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 7 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 162779,  Location: 0.5 M S OF IL 72 (Lat: 42.054286,  Lng: -88.144586),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 34,600 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,844 (year 2032),  Features Intersected: E BRANCH POPLAR CK,  Facility Carried by Structure: BARRINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 16301,  Location: 0.4 M N BODE RD P7 (Lat: 42.044750,  Lng: -88.179039),  Route carried "on" structure: Other road ,  Year Built: 1936,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 13,700 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,523 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: FAU-2537 BARTLETT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.596,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 163015,  Location: 0.2 MILE W. OF IL 72 (Lat: 42.060933,  Lng: -88.152161),  Route carried "on" structure: Other road ,  Year Built: 1937,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 4,600 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,900 (year 2042),  Design Load: H 20,  Features Intersected: Poplar Creek,  Facility Carried by Structure: Shoe Factory Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: 163263,  Location: 0.7 Mi E of IL59 (Lat: 42.066672,  Lng: -88.179667),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,283 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-90,  Facility Carried by Structure: Bartlett Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 166328,  Location: 0.3 M E BARGTN RDP2 (Lat: 42.061514,  Lng: -88.138933),  Route carried "on" structure: Other road ,  Year Built: 1970,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 7,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 30 (year 2032),  Design Load: HS 20,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HASSEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

Find on map >>   Show street view

Structure Number: 166329,  Location: 0.25 M S I90 P22 (Lat: 42.062311,  Lng: -88.122581),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,854 (year 2032),  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HUNTINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.8m (55.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 166343,  Location: 1.3 M E BRNGTN RDP22 (Lat: 42.062342,  Lng: -88.126147),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 7,300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,120 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: HASSEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 16635,  Location: 0.6 MI W OF IL 59 (Lat: 42.067278,  Lng: -88.202831),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 5,650 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,219 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: EJ&E RAILROAD,  Facility Carried by Structure: HOFFMAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.7 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal 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: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 166811,  Location: .07M E of Hunters Rg (Lat: 42.045781,  Lng: -88.216347),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 600 (year 2032),  Design Load: HS 20,  Features Intersected: Trib to Poplar Creek,  Facility Carried by Structure: Mallard Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: December 2020

Find on map >>   Show street view

Structure Number: 166939,  Location: N Sec 017,T41N, R10E (Lat: 42.046806,  Lng: -88.120142),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,400 (year 2032),  Design Load: HS 20,  Features Intersected: Poplar Creek,  Facility Carried by Structure: Harmon Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.979,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: April 2018

Find on map >>   Show street view

Structure Number: 167714,  Location: NE Sec 7, T42N, R10E (Lat: 42.042283,  Lng: -88.066442),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 425 (year 2018),  Average Future Daily Traffic: 500 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB of W BR SALT CR,  Facility Carried by Structure: BASSWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2018

Find on map >>   Show street view

Structure Number: 167945,  Location: 1.12 M W OF IL 59; (Lat: 42.044947,  Lng: -88.215717),  Route carried "on" structure: State highway 58,  Year Built: 1920,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,596 (year 2032),  Features Intersected: TRIB TO POPLAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 169029,  Location: 0.8 Mi. W. of Il 59 (Lat: 42.066464,  Lng: -88.208233),  Route carried "on" structure: Interstate 90,  Year Built: 2016,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 62,161 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.174,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16903,  Location: 0.8 Mi. W. of Il 59 (Lat: 42.066464,  Lng: -88.208233),  Route carried "on" structure: Interstate 90,  Year Built: 2016,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 62,161 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: WCL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.174,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 169623,  Location: 2.5 Mi. E. Ill. 72 (Lat: 42.066506,  Lng: -88.111389),  Route carried "on" structure: Interstate 90,  Year Built: 2016,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 127,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 122,604 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Poplar Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.011,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019

Find on map >>   Show street view

Structure Number: 160346,  Location: 1 M W ILL 59 P7 (Lat: 42.044950,  Lng: -88.215292),  Route carried "under" structure: State highway 58,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 2%,  Features Intersected: ILL 58,  Facility Carried by Structure: EJ&E RR
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 4.265,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.6m (97.1ft)

Find on map >>   Show street view

Structure Number: 160844,  Location: 1.5 M E of IL 59 (Lat: 42.066500,  Lng: -88.162003),  Route carried "under" structure: Interstate 90,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 116,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: I- 90 ADAMS TOLLWAY,  Facility Carried by Structure: IL 72 EB HIGGINS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 98.698,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 85.3m (279.9ft)

Find on map >>   Show street view

Structure Number: 160845,  Location: 1.5 M E of IL 59 (Lat: 42.066514,  Lng: -88.160925),  Route carried "under" structure: Interstate 90,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 116,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: I- 90 ADAMS TOLLWAY,  Facility Carried by Structure: IL 72 WB (HIGGINS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 98.795,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 85.3m (279.9ft)

Find on map >>   Show street view

Structure Number: 161719,  Location: 6 M W of IL 53 (Lat: 42.066511,  Lng: -88.144647),  Route carried "under" structure: Interstate 90,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: I- 90 ADAMS TOLLWAY,  Facility Carried by Structure: BARRINGTON RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 100.115,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>   Show street view

Structure Number: 162599,  Location: 1.5 M N IL 58 (Lat: 42.066481,  Lng: -88.193078),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 116,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: I- 90 ADAMS TOLL,  Facility Carried by Structure: IL 59 (SUTTON RD)
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 96.091,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

Find on map >>   Show street view

Structure Number: 162655,  Location: 1.5MI W IL-59 (Lat: 42.066450,  Lng: -88.223211),  Route carried "under" structure: Interstate 90,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 26%,  Features Intersected: I-90,  Facility Carried by Structure: BEVERLY ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 93.613,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

Find on map >>   Show street view

Structure Number: 163263,  Location: 0.7 Mi E of IL59 (Lat: 42.066481,  Lng: -88.179631),  Route carried "under" structure: Interstate 90,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 116,700 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-90,  Facility Carried by Structure: Bartlett Road
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 97.218,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 169929,  Location: 1 Mi E of Ill. 72 (Lat: 42.066506,  Lng: -88.142722),  Route carried "under" structure: Interstate 90,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 127,000 (year 2020),  Truck Traffic: 9%,  Features Intersected: I-90,  Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 100.324,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Steel continuous,  Length of Maximum Span: 37.8m (124.0ft)