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

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Structure Number: 996463,  Location: 2MI W OF IL 53 (Lat: 41.451231,  Lng: -88.097506),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,050 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,050 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: UNION PACIFIC RR,  Facility Carried by Structure: W MILLDSALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 996465,  Location: JUST SO OF HOUBOLT (Lat: 41.513881,  Lng: -88.171678),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,912 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ROCK RUN CREEK,  Facility Carried by Structure: MCDONOUGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $216,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $324,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 996467,  Location: 0.25 MI N JACKSON ST (Lat: 41.534883,  Lng: -88.064272),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,650 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,621 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CR,  Facility Carried by Structure: HENDERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996469,  Location: 100' S HENNEPIN DR (Lat: 41.573039,  Lng: -88.162019),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,900 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,843 (year 2032),  Design Load: HS 20,  Features Intersected: SUNNYLAND DRAIN CHAN,  Facility Carried by Structure: ESSINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020

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Structure Number: 996472,  Location: 100 FT S DEERPATH DR (Lat: 41.525536,  Lng: -88.156017),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 50 (year 2016),  Truck Traffic: 24%,  Average Future Daily Traffic: 67 (year 2032),  Design Load: HS 20,  Features Intersected: TRIBUTARY ROCK RUN,  Facility Carried by Structure: REBECCA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum 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 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996473,  Location: 200 FT N CAMBELL ST (Lat: 41.526350,  Lng: -88.149992),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 650 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,006 (year 2032),  Design Load: HS 20,  Features Intersected: TRIBUTARY ROCK RUN,  Facility Carried by Structure: FAIRLANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal 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: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: 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: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996474,  Location: 0.3MI N JEFFERSON ST (Lat: 41.526369,  Lng: -88.143292),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,626 (year 2032),  Design Load: HS 20,  Features Intersected: TRIBUTARY ROCK RUN,  Facility Carried by Structure: BARNEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Very 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: 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: January 2021

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Structure Number: 996475,  Location: .1M W DESPLAINES RIV (Lat: 41.525419,  Lng: -88.088881),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,213 (year 2032),  Design Load: HS 20,  Features Intersected: JEFFERSON ST,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 5,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996476,  Location: .1M S OFI80 (Lat: 41.510839,  Lng: -88.078650),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,347 (year 2032),  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: GARDNER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 996477,  Location: 1.5M E. I-55 (Lat: 41.551086,  Lng: -88.151372),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 5,850 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,862 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK RUN CREEK,  Facility Carried by Structure: THEODORE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.8m (45.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996478,  Location: 0.35M N OF JEFFERSON (Lat: 41.527164,  Lng: -88.151206),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 8,350 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,740 (year 2032),  Design Load: HS 20,  Features Intersected: ROCK RUN CREEK TRIB,  Facility Carried by Structure: INFANTRY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.934,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996479,  Location: 0.25M N. CATON FARM (Lat: 41.567817,  Lng: -88.229472),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,050 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,180 (year 2032),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: DRAUDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.292,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.8m (55.1ft)

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,  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: Febuary 2021,  Deck Structure Type: Other

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Structure Number: 996499,  Location: 0.4 MI E OF RICHARD (Lat: 41.517131,  Lng: -88.069119),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,250 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,962 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: FOURTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 996956,  Location: 0.60 Mi E of I-55 (Lat: 41.594111,  Lng: -88.151494),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,850 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,340 (year 2020),  Features Intersected: Mink Creek,  Facility Carried by Structure: Old Renwick Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  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: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 999101,  Location: 0.1 M N Caton Farm R (Lat: 41.566564,  Lng: -88.189597),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 775 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Lily Cache Creek,  Facility Carried by Structure: Lily Cache Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 50.5 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: 39.2 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: Superior 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 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999904,  Location: 0.25 M W IL 53 (Lat: 41.516272,  Lng: -88.088992),  Route carried "on" structure: US 6,  Year Built: 1934,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 12.43m (40.78ft),  Average Daily Traffic: 10,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,054 (year 2032),  Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 233.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.2m (17.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: 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: 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $2,144,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,216,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 999918,  Location: 0.91 MI N/ARSENAL RD (Lat: 41.434728,  Lng: -88.146861),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 9,100 (year 2019),  Truck Traffic: 64%,  Average Future Daily Traffic: 11,117 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: INTERMODAL YARD LEAD,  Facility Carried by Structure: BASELINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.667,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Superior to present desirable 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

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Structure Number: 999921,  Location: .5 M W of Millsdale (Lat: 41.450269,  Lng: -88.126033),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 8,350 (year 2019),  Truck Traffic: 62%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Cedar Creek,  Facility Carried by Structure: FAU-8500 (CentPtWa
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.738,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.4 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: 40.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 999922,  Location: 0.3 M N of Millsdale (Lat: 41.456778,  Lng: -88.118508),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 9,200 (year 2019),  Truck Traffic: 63%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Cedar Creek,  Facility Carried by Structure: FAU-8500 (CntPtWay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.435,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 67.4 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: 40.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 999923,  Location: 0.4 M N of Arsenal (Lat: 41.427039,  Lng: -88.146531),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 9,100 (year 2019),  Truck Traffic: 64%,  Average Future Daily Traffic: 3,350 (year 2032),  Design Load: HS 20,  Features Intersected: Unnamed Tributary,  Facility Carried by Structure: FAU-8500 BaselineR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.520,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

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Structure Number: 990016,  Location: 7.2 M N OF I-80 (Lat: 41.583778,  Lng: -88.168822),  Route carried "under" structure: US 30,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 23,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: US 30,  Facility Carried by Structure: I- 55 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 187.258,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 990017,  Location: 7.2 M N OF I-80 (Lat: 41.583650,  Lng: -88.168442),  Route carried "under" structure: US 30,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 23,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: US 30,  Facility Carried by Structure: I- 55 NB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 187.290,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 990051,  Location: 0.6 M E IL-7 (Lat: 41.511439,  Lng: -88.114711),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,750 (year 2019),  Truck Traffic: 2%,  Features Intersected: MIDLAND AVE,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.766,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 990052,  Location: 1.3 M E OF IL-7 (Lat: 41.511708,  Lng: -88.100042),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER ST SB,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.1m (49.5ft)

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Structure Number: 990053,  Location: 1.3 M E OF IL-7 (Lat: 41.512039,  Lng: -88.100064),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER ST SB,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 990054,  Location: 0.3 M W OF US-6 (Lat: 41.513119,  Lng: -88.098853),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,350 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER SB TO I-80 EB,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 990055,  Location: 0.3 M W OF US-6 (Lat: 41.512911,  Lng: -88.098669),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,350 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER SB TO I-80 EB,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 990056,  Location: 1.5 M E OF IL-7 (Lat: 41.512039,  Lng: -88.094078),  Route carried "under" structure: US 6,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: DS PLNS RIV & US-6,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 233.220,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 110.6m (362.9ft)

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Structure Number: 990057,  Location: 1.5 M E OF IL-7 (Lat: 41.512319,  Lng: -88.093783),  Route carried "under" structure: US 6,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 11%,  Features Intersected: DS PLNS RIV & US-6,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 11.89m (39.01ft),  Kilometerpoint: 233.252,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 110.6m (362.9ft)

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Structure Number: 990058,  Location: 2.2 M E OF IL-7 (Lat: 41.511422,  Lng: -88.081953),  Route carried "under" structure: US 52,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2021),  Truck Traffic: 26%,  Features Intersected: IL 53,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 227.265,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 990059,  Location: 2.2 M E OF IL-7 (Lat: 41.511522,  Lng: -88.081992),  Route carried "under" structure: US 52,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2021),  Truck Traffic: 26%,  Features Intersected: IL 53,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 227.249,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 99006,  Location: 0.1 M E OF IL-53 (Lat: 41.511981,  Lng: -88.078689),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 18%,  Features Intersected: RR & GARDNER ST,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 11.81m (38.75ft),  Kilometerpoint: 0.547,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 990061,  Location: 0.1 M E OF IL-53 (Lat: 41.512303,  Lng: -88.078697),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2019),  Truck Traffic: 18%,  Features Intersected: RR & GARDNER ST,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 11.81m (38.75ft),  Kilometerpoint: 0.515,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 990064,  Location: 0.4 M E OF IL-53 (Lat: 41.512814,  Lng: -88.073072),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,550 (year 2019),  Truck Traffic: 12%,  Features Intersected: RICHARDS ST,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 990065,  Location: 0.3 M E OF IL-53 (Lat: 41.513061,  Lng: -88.073081),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,950 (year 2019),  Truck Traffic: 9%,  Features Intersected: RICHARDS ST,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.320,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 990066,  Location: 0.9 M E OF IL-53 (Lat: 41.513139,  Lng: -88.061978),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2019),  Truck Traffic: 18%,  Features Intersected: RR & ROWELL AVE,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 990067,  Location: 0.9 M E OF IL-53 (Lat: 41.513386,  Lng: -88.061989),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,550 (year 2019),  Truck Traffic: 18%,  Features Intersected: RR & ROWELL AVE,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 990074,  Location: I-80 & CENTER ST (Lat: 41.511378,  Lng: -88.100031),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER ST SB,  Facility Carried by Structure: I- 80 EB TO CENTER
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: 990075,  Location: 0.25 SW US52-N I80 (Lat: 41.513722,  Lng: -88.099064),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,350 (year 2019),  Truck Traffic: 6%,  Features Intersected: CENTER SB TO I-80 EB,  Facility Carried by Structure: I- 80 WB TO MEDOW
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 990084,  Location: 0.3M S OF I-80 (Lat: 41.508656,  Lng: -88.081081),  Route carried "under" structure: US 52,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2021),  Truck Traffic: 26%,  Features Intersected: US 52,ILL 53,  Facility Carried by Structure: AT&SF RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 227.571,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 990085,  Location: 0.4 MI S OF I-80 (Lat: 41.507039,  Lng: -88.081033),  Route carried "under" structure: US 52,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 24,800 (year 2021),  Truck Traffic: 26%,  Features Intersected: RTE 53,  Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 227.748,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 990102,  Location: US 30 .1M E ILL 53 (Lat: 41.527878,  Lng: -88.079042),  Route carried "under" structure: US 6,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 30 W BOUND,  Facility Carried by Structure: ATSF CMO RR
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 233.413,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 990108,  Location: 2.0 M W OF IL-53 (Lat: 41.511156,  Lng: -88.124431),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 76,600 (year 2021),  Truck Traffic: 22%,  Features Intersected: I- 80,  Facility Carried by Structure: IL 7
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 210.255,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 990145,  Location: 0.7M N OF US 6 (Lat: 41.523728,  Lng: -88.082961),  Route carried "under" structure: US 6,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 4,810 (year 2021),  Truck Traffic: 13%,  Features Intersected: OTTAWA ST,  Facility Carried by Structure: CRI&PRR
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 232.608,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 990175,  Location: 1.0 M E OF IL-7 (Lat: 41.511700,  Lng: -88.105164),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 76,600 (year 2021),  Truck Traffic: 22%,  Features Intersected: I- 80,  Facility Carried by Structure: WHEELER AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 211.945,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 990186,  Location: US 52 WEST OF US 6 (Lat: 41.516111,  Lng: -88.095461),  Route carried "under" structure: US 52,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 52,  Facility Carried by Structure: CENTER ST
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 225.495,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 990187,  Location: 1 M W IL53-.08 N I80 (Lat: 41.513519,  Lng: -88.097917),  Route carried "under" structure: Other road ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2019),  Truck Traffic: 19%,  Features Intersected: I- 80 WB TO CENTERSB,  Facility Carried by Structure: CENTER ST NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 990188,  Location: 1.0 M W OF IL-53 (Lat: 41.512711,  Lng: -88.098581),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 77,200 (year 2021),  Truck Traffic: 21%,  Features Intersected: I- 80,  Facility Carried by Structure: CENTER ST NB
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 212.476,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.1m (75.8ft)

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Structure Number: 990209,  Location: 1.0 M N OF US 52 (Lat: 41.536281,  Lng: -88.179881),  Route carried "under" structure: Interstate 55,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 70,400 (year 2021),  Truck Traffic: 19%,  Features Intersected: I- 55,  Facility Carried by Structure: BLACK RD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 408.666,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 990218,  Location: 0.1 MI E OF ILL 53 (Lat: 41.516911,  Lng: -88.079714),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2021),  Truck Traffic: 3%,  Features Intersected: US6 WB,  Facility Carried by Structure: GM&O RR
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 1.706,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 99022,  Location: 0.1 M S OF US 30 (Lat: 41.523744,  Lng: -88.081556),  Route carried "under" structure: US 6,  Year Built: 1901,  Structure Length: 0. m,  Average Daily Traffic: 10,850 (year 2021),  Truck Traffic: 20%,  Features Intersected: ILL 53 (CHICAGO ST),  Facility Carried by Structure: CRI&PRR
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 235.392,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 6.7m (22.0ft)

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Structure Number: 990221,  Location: 500 E OF DESPLAIN R (Lat: 41.536247,  Lng: -88.081456),  Route carried "under" structure: State highway 53,  Year Built: 1907,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 53 W BOUND,  Facility Carried by Structure: SANTAFE RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 49.711,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 990222,  Location: 0.5 MI N OF US 30 (Lat: 41.535031,  Lng: -88.080400),  Route carried "under" structure: State highway 53,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 8%,  Features Intersected: ILL 53 N BOUND,  Facility Carried by Structure: SANTAFE RR
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 49.502,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 990224,  Location: 1.4M N OF US 6 (Lat: 41.551228,  Lng: -88.072711),  Route carried "under" structure: State highway 171,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2021),  Truck Traffic: 9%,  Features Intersected: ILL 171,  Facility Carried by Structure: EJ&E RR
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 12.005,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 990227,  Location: 0.38M.E.OF BRIGGS ST (Lat: 41.529900,  Lng: -88.036683),  Route carried "under" structure: US 30,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,750 (year 2021),  Truck Traffic: 6%,  Features Intersected: US 30,  Facility Carried by Structure: CRI & P RR (METRA)
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 201.645,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 990228,  Location: .12 E OF IL-53 (Lat: 41.515108,  Lng: -88.079267),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 1,350 (year 2019),  Truck Traffic: 10%,  Features Intersected: US 6 EB,  Facility Carried by Structure: GM&O RR
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.129,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 99023,  Location: 0.1 MI E OF IL 53 (Lat: 41.515097,  Lng: -88.079742),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 1,350 (year 2019),  Truck Traffic: 10%,  Features Intersected: US 6 EB,  Facility Carried by Structure: SANTAFE RR
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.097,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 990231,  Location: 0.1 MI E OF ILL 53 (Lat: 41.516911,  Lng: -88.079978),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,450 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 6 WB,  Facility Carried by Structure: SANTAFE RR
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 1.690,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 990233,  Location: US 6 S OF US 30 (Lat: 41.524325,  Lng: -88.074597),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 6,650 (year 2019),  Truck Traffic: 8%,  Features Intersected: US 6,  Facility Carried by Structure: ROCK ISLAND RR
Minimum Vertical Clearance: 3.71m (12.17ft),  Kilometerpoint: 0.048,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 990234,  Location: 0.1 MI E IL 53 NB (Lat: 41.525025,  Lng: -88.079108),  Route carried "under" structure: US 6,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2021),  Truck Traffic: 12%,  Features Intersected: US 30 E BOUND,  Facility Carried by Structure: ATSF GMO RR
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 235.714,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 990301,  Location: 1.5 M E OF I-55 (Lat: 41.491758,  Lng: -88.167336),  Route carried "under" structure: Other road ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: HOUBOLT RD,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 990302,  Location: 1.5 M E OF I-55 (Lat: 41.491967,  Lng: -88.167503),  Route carried "under" structure: Other road ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2019),  Truck Traffic: 5%,  Features Intersected: HOUBOLT RD,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 3.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 994642,  Location: 1 MI. N. OF I-80 (Lat: 41.502800,  Lng: -88.197986),  Route carried "under" structure: Interstate 55,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2021),  Truck Traffic: 23%,  Features Intersected: I- 55
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 404.658,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 996475,  Location: .1M W DESPLAINES RIV (Lat: 41.524989,  Lng: -88.088953),  Route carried "under" structure: US 30,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,510 (year 2021),  Truck Traffic: 7%,  Features Intersected: JEFFERSON ST,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 196.930,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 9999,  Location: 0.06M N of US6 (Lat: 41.525975,  Lng: -88.079119),  Route carried "under" structure: City street ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 875 (year 2019),  Truck Traffic: 14%,  Features Intersected: Van Buren St,  Facility Carried by Structure: BNSF,UP RR
Minimum Vertical Clearance: 3.61m (11.84ft),  Kilometerpoint: 0.274,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 4.3m (14.1ft)