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

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Structure Number: 1604,  Location: AT WILSON (Lat: 41.963497,  Lng: -87.747231),  Route carried "on" structure: State highway 50,  Year Built: 1958,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 27,400 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,973 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 JFK & CTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.181,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160406,  Location: AT 600 S PAGE (Lat: 41.871794,  Lng: -87.744931),  Route carried "on" structure: State highway 50,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 23,400 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 33,990 (year 2032),  Design Load: HS 20,  Features Intersected: I-290 IKE & CTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.914,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160437,  Location: 0.4 M N I-57 (Lat: 41.721697,  Lng: -87.624531),  Route carried "on" structure: US 12,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 13,200 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,600 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 DAN RYAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.735,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $627,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $941,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160458,  Location: EAST OF CHICAGO RIV (Lat: 41.875547,  Lng: -87.635839),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.98m (32.74ft),  Average Daily Traffic: 74,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 61,600 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: FRANKLIN ST&WACKER,  Facility Carried by Structure: CONGRESS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2018,  Bridge Improvement Cost: $4,495,000,  Roadway Improvement Cost: $450,000,  Total Project Cost: $6,743,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16046,  Location: 0.5 M E I-90&94 (Lat: 41.875522,  Lng: -87.638011),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 74,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,956 (year 2032),  Design Load: HS 20,  Features Intersected: BETWEEN RIV & PO,  Facility Carried by Structure: I-290 IKE(CONGRESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.65m (25.10ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $3,186,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,779,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160461,  Location: 0.2 M E I-90&94 (Lat: 41.875508,  Lng: -87.638622),  Route carried "on" structure: Other road ,  Year Built: 1952,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 39.62m (129.99ft),  Average Daily Traffic: 74,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,956 (year 2032),  Features Intersected: CANAL ST THRU DESPL,  Facility Carried by Structure: I-290 IKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.0 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: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.62m (129.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $20,621,000,  Roadway Improvement Cost: $2,062,000,  Total Project Cost: $30,932,000,  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: 160462,  Location: 0.3 M E I-90&94 (Lat: 41.875506,  Lng: -87.638825),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 74,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,956 (year 2032),  Features Intersected: THRU POST OFFICE,  Facility Carried by Structure: I-290 IKE,CONGRESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 33,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160478,  Location: 0.6 M S I-290 (Lat: 41.867133,  Lng: -87.644725),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 25,400 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,372 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 DAN RYAN,  Facility Carried by Structure: ROOSEVELT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.933,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  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 or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.98m (22.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,559,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $3,839,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160588,  Location: 0.1 M N I-290 (Lat: 41.877953,  Lng: -87.646019),  Route carried "on" structure: Other road ,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Closed,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 6,300 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,094 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: JACKSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.750,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State 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: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,693,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160589,  Location: 0.2 M N I-290 (Lat: 41.879233,  Lng: -87.645644),  Route carried "on" structure: Other road ,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Closed,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 13,800 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,167 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2018,  Bridge Improvement Cost: $2,089,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,134,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160601,  Location: 0.5 M N I-290 (Lat: 41.883136,  Lng: -87.645922),  Route carried "on" structure: Other road ,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 3,560 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,832 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.6m (100.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: September 2020,  Other Special Inspection Date: March 2017,  Bridge Improvement Cost: $3,459,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $5,189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160608,  Location: 0.6 M N I-290 (Lat: 41.884414,  Lng: -87.645650),  Route carried "on" structure: Other road ,  Year Built: 1956,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 8,750 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,141 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: RANDOLPH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.3m (99.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.72m (28.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $1,718,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,577,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16061,  Location: 0.6 M N I-90,94 (Lat: 41.972600,  Lng: -87.747481),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 15,100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,141 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: ELSTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.734,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160659,  Location: 1.4 M NW IL 50 (Lat: 41.973822,  Lng: -87.768500),  Route carried "on" structure: Other road ,  Year Built: 1952,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.87m (25.82ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,686 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 JFK & CTA,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.270,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,273,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,410,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160669,  Location: 3.8 M NW IL 64 (Lat: 41.946492,  Lng: -87.718858),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 17,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,188 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: ADDISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.785,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160707,  Location: 0.8 M W ILL 43 (Lat: 41.983997,  Lng: -87.823392),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 10,850 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,596 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 JFK,  Facility Carried by Structure: CANFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,907,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,861,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160708,  Location: 2.6 M W IL 50 (Lat: 41.982381,  Lng: -87.787731),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 15,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,969 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 JFK & CTA,  Facility Carried by Structure: NAGLE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 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 replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $2,277,000,  Roadway Improvement Cost: $228,000,  Total Project Cost: $3,416,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160738,  Location: 2.7 M W US 34 (Lat: 41.874511,  Lng: -87.725464),  Route carried "on" structure: Other road ,  Year Built: 1953,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 14,700 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,922 (year 2032),  Design Load: HS 20,  Features Intersected: I-290 IKE & CTA,  Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.514,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.47m (24.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,138,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $3,207,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160744,  Location: 0.92 M S OF 31ST ST (Lat: 41.823586,  Lng: -87.724067),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.91m (25.95ft),  Average Daily Traffic: 22,600 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,248 (year 2032),  Design Load: HS 20,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: PULASKI RD & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.131,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 26,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Bridge Improvement Cost: $3,833,000,  Roadway Improvement Cost: $383,000,  Total Project Cost: $5,750,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160754,  Location: 1.4 M W US 34 (Lat: 41.874981,  Lng: -87.701047),  Route carried "on" structure: Other road ,  Year Built: 1953,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.51m (21.36ft),  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,390 (year 2032),  Design Load: HS 20,  Features Intersected: I-290 IKE & CTA,  Facility Carried by Structure: SACRAMENTO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.548,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.83m (25.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,991,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $2,987,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 160759,  Location: 3.5 M N US 12,20 (Lat: 41.770478,  Lng: -87.702950),  Route carried "on" structure: Other road ,  Year Built: 1933,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,411 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: N LAG MARQUETTE PARK,  Facility Carried by Structure: KEDZIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.735,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16076,  Location: 3.2 M N US 12,20 (Lat: 41.765831,  Lng: -87.702850),  Route carried "on" structure: Other road ,  Year Built: 1933,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,411 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: S LAG MARQUETTE PARK,  Facility Carried by Structure: KEDZIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.250,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160761,  Location: AT 75TH ST (Lat: 41.757575,  Lng: -87.702619),  Route carried "on" structure: Other road ,  Year Built: 1936,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 12.75m (41.83ft),  Average Daily Traffic: 19,600 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,411 (year 2032),  Design Load: HS 20,  Features Intersected: RR - BRC,  Facility Carried by Structure: KEDZIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.167,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 38.6 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 corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.44m (44.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $4,010,000,  Roadway Improvement Cost: $401,000,  Total Project Cost: $6,015,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160783,  Location: 1 M W IL 1 (Lat: 41.876036,  Lng: -87.666725),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 23,100 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,016 (year 2032),  Design Load: HS 20,  Features Intersected: I-290 IKE & CTA,  Facility Carried by Structure: ASHLAND AVE
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 21.903,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $4,777,000,  Roadway Improvement Cost: $478,000,  Total Project Cost: $7,166,000,  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: 160836,  Location: 0.6 M NW IL 50 (Lat: 41.967931,  Lng: -87.756436),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 11.23m (36.84ft),  Average Daily Traffic: 14,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,669 (year 2032),  Features Intersected: I- 90 JFK & CTA,  Facility Carried by Structure: LAWRENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.1m (131.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,806,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $2,709,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160839,  Location: 0.3 M N I-94 (Lat: 41.968028,  Lng: -87.747181),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 16,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,450 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: LAWRENCE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $343,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160852,  Location: 5.4 M NW IL 64 (Lat: 41.960767,  Lng: -87.743606),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 14.22m (46.65ft),  Average Daily Traffic: 11,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,643 (year 2032),  Features Intersected: I- 90,94 JFK,  Facility Carried by Structure: MONTROSE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.375,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 62.9 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160872,  Location: 0.5 M E IL 50 (Lat: 41.836756,  Lng: -87.736903),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 9,450 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,798 (year 2032),  Design Load: HS 20,  Features Intersected: KILBOURN AVE,  Facility Carried by Structure: 31ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $1,680,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,520,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160968,  Location: 0.9 M SW I-94 (Lat: 41.842217,  Lng: -87.658281),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 73,950 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,087 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LOOMIS & FULLER STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 469.224,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,206,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $1,809,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160988,  Location: 2.3 M SW IL 1 (Lat: 41.689281,  Lng: -87.661211),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,291 (year 2032),  Design Load: HS 20,  Features Intersected: I- 57,  Facility Carried by Structure: 112TH (MONTEREY AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.238,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.3m (86.3ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160989,  Location: 2 M SW IL 1 (Lat: 41.692150,  Lng: -87.660169),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 9,450 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,154 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I- 57,  Facility Carried by Structure: 111TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160992,  Location: 3.1 M SE I-57 (Lat: 41.692369,  Lng: -87.598292),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 15,200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,214 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: 111TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.423,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Other Special Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160999,  Location: 0.2 M E CENTRAL AV (Lat: 41.871269,  Lng: -87.760644),  Route carried "on" structure: Interstate 290,  Year Built: 1954,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 86,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,850 (year 2032),  Design Load: HS 20,  Features Intersected: RR - CTA
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 38.269,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 50.3m (165.0ft)

Condition: Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161007,  Location: 0.2 M W STATE ST (Lat: 41.777072,  Lng: -87.630069),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 19.14m (62.80ft),  Average Daily Traffic: 1,000 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,167 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN,  Facility Carried by Structure: WENTWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 3,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.1m (174.2ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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 replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.00m (52.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,311,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $4,967,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161009,  Location: 1.9 M SW I-90,94 (Lat: 41.837289,  Lng: -87.675450),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 117.81m (386.52ft),  Average Daily Traffic: 23,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,759 (year 2032),  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: DAMEN AVE & 4 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.109,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 44,  Length of Maximum Span: 33.0m (108.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 42.2m (138.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 132.65m (435.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Total Project Cost: $2,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing