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

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Structure Number: 166568,  Location: .5M SO OF 55TH (Lat: 41.786444,  Lng: -87.741594),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 10,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,584 (year 2032),  Design Load: HS 20,  Features Intersected: IL50 (CICERO AV),  Facility Carried by Structure: MIDWAY TERM. RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 20350072,  Subroute: 50),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166583,  Location: T-1 (Sp 1-14) ORD (Lat: 41.978903,  Lng: -87.905972),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 36.79m (120.70ft),  Average Daily Traffic: 31,800 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20,  Features Intersected: MS-6001 Lw Lv Term,  Facility Carried by Structure: MS-6001 Up Lv Term
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166584,  Location: T2(SPANS 15X-24)ORD (Lat: 41.976814,  Lng: -87.904750),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 28.10m (92.19ft),  Average Daily Traffic: 31,800 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20,  Features Intersected: MS-6001 Lw Lv Term,  Facility Carried by Structure: MS-6001 Up Lv Term
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166585,  Location: T3 (SPANS 25X-36)ORD (Lat: 41.977081,  Lng: -87.901186),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 31.09m (102.00ft),  Average Daily Traffic: 31,800 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20,  Features Intersected: MS-6001 Lw Lv Term,  Facility Carried by Structure: MS-6001 Up Lv Term
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.1m (95.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 29.1m (95.5ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166586,  Location: T5 (SPANS 1-12)ORD (Lat: 41.976606,  Lng: -87.889931),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 39.45m (129.43ft),  Average Daily Traffic: 4,250 (year 2018),  Truck Traffic: 32%,  Average Future Daily Traffic: 1,500 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL TERMINAL,  Facility Carried by Structure: UPPER LEVEL TERMIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166588,  Location: .41M W OF US 45 (Lat: 41.977892,  Lng: -87.885972),  Route carried "on" structure: Interstate 190,  Year Built: 1969,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 33,250 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,737 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BESSIE COLEMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 166589,  Location: .41M W OF US 45 (Lat: 41.977964,  Lng: -87.885786),  Route carried "on" structure: Interstate 190,  Year Built: 1994,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 33,250 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,737 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BESSIE COLEMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.589,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16659,  Location: .41M W OF US 45 (Lat: 41.978631,  Lng: -87.885406),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 5.83m (19.13ft),  Average Daily Traffic: 8,600 (year 2021),  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BESSIE COLEMAN DR,  Facility Carried by Structure: WB I-190 EXIT RMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 10190040,  Subroute: 80),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166591,  Location: T1,2,3, TO EB I-190 (Lat: 41.980897,  Lng: -87.898989),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 31,800 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20,  Features Intersected: AIRPORT ACCESS RD,  Facility Carried by Structure: MAIN TRMNAL 1,2,3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 166592,  Location: Terminal 3 Exit Ramp (Lat: 41.979825,  Lng: -87.899078),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 31,800 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,039 (year 2032),  Design Load: HS 20,  Features Intersected: MS-6001 T3 Arr Exit,  Facility Carried by Structure: MS-6001 Depart Ram
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166595,  Location: ORD ENTRANCE BRIDGE (Lat: 41.980881,  Lng: -87.900486),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 6,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,030 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PARKING ENTRANCE RD,  Facility Carried by Structure: ACCESS RD CIRCULAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166601,  Location: 5900 S. & 4800 W (Lat: 41.786142,  Lng: -87.739678),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2007),  Average Future Daily Traffic: 524 (year 2032),  Design Load: HS 20,  Features Intersected: LL PARKING GAR EN,  Facility Carried by Structure: ENT RAMP TO S ENT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 20350R42,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: 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: 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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166602,  Location: MIDWAY AIRPORT (Lat: 41.785725,  Lng: -87.739806),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 17.02m (55.84ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,330 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL TERM,  Facility Carried by Structure: ENT RAMP MDWY TERM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 20350072,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166603,  Location: ELVT RD FROM LL GAR (Lat: 41.786497,  Lng: -87.740481),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 950 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,330 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL TERM RD,  Facility Carried by Structure: MDWY RECIR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166604,  Location: 5600 S & 9800 W (Lat: 41.787492,  Lng: -87.740978),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 27.97m (91.77ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,330 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL ROAD,  Facility Carried by Structure: MDWY UPPER LEVEL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 20350072,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166605,  Location: MDWY AIRP TO SB CICE (Lat: 41.790094,  Lng: -87.741108),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 1,800 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,854 (year 2032),  Design Load: HS 20,  Features Intersected: ARRIVAL EXIT ROAD,  Facility Carried by Structure: MDWY EXIT RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 20350T42,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166606,  Location: ELE RAMP TO NB CICER (Lat: 41.789528,  Lng: -87.741042),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,657 (year 2032),  Design Load: HS 20,  Features Intersected: ARRIVAL EXIT ROAD,  Facility Carried by Structure: MDWY UPPER LEV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 20350072,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166607,  Location: TERMINAL TO NO ENT (Lat: 41.789764,  Lng: -87.740936),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 11.55m (37.89ft),  Average Daily Traffic: 1,000 (year 2011),  Average Future Daily Traffic: 5,768 (year 2032),  Design Load: HS 20,  Features Intersected: PARK GAR EXIT RD,  Facility Carried by Structure: MDWY DN CRC RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 20350S42,  Subroute: 10),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166611,  Location: .15M W of Torrance (Lat: 41.658906,  Lng: -87.561819),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,200 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,500 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: EAST 130TH ST,  Facility Carried by Structure: FORD ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum 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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166614,  Location: .07M SE OF EWING (Lat: 41.713308,  Lng: -87.535267),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 26.86m (88.12ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: FINISHED GROUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.648,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 166615,  Location: .2M NW OF 106TH (Lat: 41.705042,  Lng: -87.526361),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,300 (year 2032),  Design Load: HS 20,  Features Intersected: 105TH RAMP 2 WB SKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.096,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 166616,  Location: .9M NW 106TH ST. (Lat: 41.703864,  Lng: -87.525236),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 17.63m (57.84ft),  Average Daily Traffic: 14,350 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,682 (year 2032),  Design Load: HS 20,  Features Intersected: INDIANPLS BV/US12,20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.499,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166653,  Location: 360 W.-150N.TO 100S. (Lat: 41.884489,  Lng: -87.636789),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 26,700 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,703 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER WACKER DRIVE,  Facility Carried by Structure: WACKER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 15.0m (49.2ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166654,  Location: 360 W.-100S.TO 400S. (Lat: 41.880631,  Lng: -87.636719),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 45.65m (149.77ft),  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,703 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER WACKER DRIVE,  Facility Carried by Structure: WACKER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 47,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166954,  Location: 0.18 M N HOWARD P6 (Lat: 42.022261,  Lng: -87.677014),  Route carried "on" structure: Other road ,  Year Built: 1924,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 14,600 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,000 (year 2035),  Design Load: HS 20,  Features Intersected: CTA SKOKIE SWIFT,  Facility Carried by Structure: CHICAGO AVE-CLARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.600,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $728,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167864,  Location: 5500 S & 4800 N (Lat: 41.795036,  Lng: -87.743067),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 2,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,069 (year 2032),  Design Load: HS 20,  Features Intersected: CICERO AVENUE,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167944,  Location: 0.5 MI W I-294 (Lat: 41.977142,  Lng: -87.878414),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 14,350 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FAP-330 Mannheim Rd,  Facility Carried by Structure: FAU-190 Balmoral A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169704,  Location: 1677 N 8 W (Lat: 41.913239,  Lng: -87.631081),  Route carried "on" structure: State highway 64,  Year Built: 1938,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 23,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,100 (year 2032),  Design Load: HS 20,  Features Intersected: SHARED USE PATH,  Facility Carried by Structure: FAP-307 (LaSalle D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.550,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Culverts: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 16996,  Location: WOLF LAKE CONS P8C (Lat: 41.660469,  Lng: -87.538997),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 318 (year 2032),  Features Intersected: DTCH TO CAL RIV,  Facility Carried by Structure: MS-1382 (Prk Acc R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $171,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 223018,  Location: 0.57 MI N THORNDALE (Lat: 41.983939,  Lng: -87.939792),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 36.96m (121.26ft),  Average Daily Traffic: 20,800 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 24,954 (year 2032),  Design Load: HS 20,  Features Intersected: LAND BRIDGE,  Facility Carried by Structure: YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 44,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 330043,  Location: 6.1 MI SE JEFF CO LN (Lat: 38.156997,  Lng: -88.616400),  Route carried "on" structure: State highway 142,  Year Built: 1990,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 2,550 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,600 (year 2032),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.243,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160016,  Location: 5.7 M SW I94 (Lat: 41.817103,  Lng: -87.743508),  Route carried "under" structure: State highway 50,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 50,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: IL 50 (CICERO AVE),  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 82.798,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 160017,  Location: 5.7 M SW I94 (Lat: 41.817389,  Lng: -87.743517),  Route carried "under" structure: State highway 50,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 50,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: IL 50 (CICERO AVE),  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 82.831,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.5m (113.2ft)

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Structure Number: 16002,  Location: 1.5 M NE ILL 50 (Lat: 41.825964,  Lng: -87.714586),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 160,300 (year 2021),  Truck Traffic: 7%,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: RR - BNSF WEST BR
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 463.993,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 160021,  Location: 1.55 M NE ILL 50 (Lat: 41.826325,  Lng: -87.713458),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 160,300 (year 2021),  Truck Traffic: 7%,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: RR - BNSF EAST BR
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 464.106,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 160022,  Location: 2 M NE ILL 50 (Lat: 41.829017,  Lng: -87.704581),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,900 (year 2018),  Truck Traffic: 9%,  Features Intersected: KEDZIE AVE,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 18.282,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 160023,  Location: 2 M NE ILL 50 (Lat: 41.829400,  Lng: -87.704569),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 21,900 (year 2018),  Truck Traffic: 9%,  Features Intersected: KEDZIE AVE,  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 18.233,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 160024,  Location: 3 M SW DAN RYAN (Lat: 41.832053,  Lng: -87.694878),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,900 (year 2018),  Truck Traffic: 20%,  Features Intersected: CALIFORNIA AVE,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 6.067,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 160025,  Location: 3 M SW DAN RYAN (Lat: 41.832411,  Lng: -87.694900),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,900 (year 2018),  Truck Traffic: 20%,  Features Intersected: CALIFORNIA AVE,  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.019,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 160026,  Location: 2.5 M SW DAN RYAN (Lat: 41.834758,  Lng: -87.684569),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 27,900 (year 2018),  Truck Traffic: 12%,  Features Intersected: WESTERN AVE VIADUCT,  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 9.17m (30.09ft),  Kilometerpoint: 17.300,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 160027,  Location: 1.1 M SW I94 (Lat: 41.840325,  Lng: -87.661403),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2020),  Features Intersected: LOCK ST,  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 160028,  Location: 1.1 M SW I94 (Lat: 41.840203,  Lng: -87.661300),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2020),  Features Intersected: LOCK ST,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 160029,  Location: 0.9 M SW I94 (Lat: 41.842311,  Lng: -87.658081),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 6%,  Features Intersected: LOOMIS & FULLER STS,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.446,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 160029,  Location: 0.9 M SW I94 (Lat: 41.842053,  Lng: -87.659347),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 2018),  Truck Traffic: 16%,  Features Intersected: LOOMIS & FULLER STS,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.354,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 16003,  Location: 0.7 M SW I94 (Lat: 41.844656,  Lng: -87.655133),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2018),  Truck Traffic: 8%,  Features Intersected: THROOP ST,  Facility Carried by Structure: I- 55 EB STEVENSON
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.225,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 160031,  Location: 0.7 M SW I94 (Lat: 41.844789,  Lng: -87.655244),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 2,250 (year 2018),  Truck Traffic: 8%,  Features Intersected: THROOP ST,  Facility Carried by Structure: I- 55 WB STEVENSON
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)