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

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Structure Number: 160163,  Location: 1.1 M S IL 83 (Lat: 41.607197,  Lng: -87.581786),  Route carried "on" structure: Interstate 94,  Year Built: 1947,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 129,700 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 144,715 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.690,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160386,  Location: 0.9 M E IL 1 (Lat: 41.600903,  Lng: -87.618375),  Route carried "on" structure: US 6,  Year Built: 1953,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 26,700 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,368 (year 2032),  Design Load: HS 20,  Features Intersected: CAL UNION DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 279.841,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160388,  Location: 0.7 E COTTAGE GROVE (Lat: 41.600872,  Lng: -87.583508),  Route carried "on" structure: US 6,  Year Built: 1947,  Year Reconstructed: 1987,  Status: Temporarily open,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 24,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,063 (year 2032),  Design Load: H 20,  Features Intersected: I- 94 BISHOP FORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 282.738,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Satisfactory,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 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 replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160389,  Location: 0.1 M E I-94 BF (Lat: 41.600897,  Lng: -87.577969),  Route carried "on" structure: US 6,  Year Built: 1931,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 24,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,063 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.221,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 160796,  Location: 1 M S ILL 83 P24 (Lat: 41.616739,  Lng: -87.617075),  Route carried "on" structure: Other road ,  Year Built: 1928,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,330 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIV,  Facility Carried by Structure: IND AVE & STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.747,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1608,  Location: 0.5 M N US 6 (Lat: 41.607678,  Lng: -87.607361),  Route carried "on" structure: Other road ,  Year Built: 1927,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 8,350 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,622 (year 2032),  Features Intersected: LITTLE CAL RIVER,  Facility Carried by Structure: CHGO RD-S PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,161,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,742,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160803,  Location: 0.5 M N US 6 (Lat: 41.605792,  Lng: -87.597650),  Route carried "on" structure: Other road ,  Year Built: 1932,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 2,725 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,730 (year 2032),  Features Intersected: LITTLE CAL RIV,  Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 160955,  Location: 1.5 M W I-94 (Lat: 41.622642,  Lng: -87.613344),  Route carried "on" structure: State highway 83,  Year Built: 1936,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 16.31m (53.51ft),  Average Daily Traffic: 30,900 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,415 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.394,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 31.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.90m (62.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,206,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $6,309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162795,  Location: I-80 & 94 INTERCH (Lat: 41.577797,  Lng: -87.581975),  Route carried "on" structure: State highway 394,  Year Built: 2006,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 47,300 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,621 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80 KINGERY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.013,  Lanes on structure: 3,  Lanes under structure: 9,  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: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1628,  Location: 0.8 MI S. OF US 6 (Lat: 41.588867,  Lng: -87.583733),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 21.51m (70.57ft),  Average Daily Traffic: 9,700 (year 2021),  Average Future Daily Traffic: 8,343 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: IL 394 & RAMP 80WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 10080041,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 58.1m (190.6ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162801,  Location: ILL 394 I80/294 INT. (Lat: 41.581158,  Lng: -87.581728),  Route carried "on" structure: Interstate 94,  Year Built: 2005,  Status: Open,  Structure Length: 24.32m (79.79ft),  Average Daily Traffic: 31,750 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 59,225 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.925,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162802,  Location: ILL 394 I80/294 INT. (Lat: 41.582431,  Lng: -87.583414),  Route carried "on" structure: State highway 394,  Year Built: 2005,  Status: Open,  Structure Length: 21.87m (71.75ft),  Average Daily Traffic: 47,300 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,621 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EB & THORN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.528,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162803,  Location: 1 M S OF US 6 (Lat: 41.586461,  Lng: -87.583617),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 9,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,609 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.7m (133.5ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162805,  Location: I-80 & 94 INTERCH (Lat: 41.577450,  Lng: -87.584153),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 71.75m (235.40ft),  Average Daily Traffic: 12,900 (year 2019),  Average Future Daily Traffic: 63,242 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80,94 & IL 394,  Facility Carried by Structure: I- 80,294 EB TO NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 10080041,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 85.5m (280.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162807,  Location: I-94 RAMP @ I-80 (Lat: 41.581928,  Lng: -87.582558),  Route carried "on" structure: Interstate 94,  Year Built: 2006,  Status: Open,  Structure Length: 20.81m (68.27ft),  Average Daily Traffic: 31,750 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 59,225 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.812,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: 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 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162825,  Location: 0.2 M W OF IL-394 (Lat: 41.577419,  Lng: -87.590194),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 36.76m (120.60ft),  Average Daily Traffic: 18,600 (year 2016),  Average Future Daily Traffic: 9,785 (year 2032),  Design Load: HS 20,  Features Intersected: CANADIAN NATIONAL RR,  Facility Carried by Structure: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 10080041,  Subroute: 30),  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Better than present minimum 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 162845,  Location: SB 394 TO WB 294/I80 (Lat: 41.588583,  Lng: -87.583739),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 9,700 (year 2021),  Average Future Daily Traffic: 8,343 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: SB IL394 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 10080041,  Subroute: 10),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: 97.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 163095,  Location: 0.4 M E I94 P24 (Lat: 41.586550,  Lng: -87.575611),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 9,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,609 (year 2032),  Design Load: HS 20,  Features Intersected: THORN CREEK,  Facility Carried by Structure: 167TH(170TH)ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 168046,  Location: 0.1 MI.N.OF US 6 (Lat: 41.602506,  Lng: -87.617044),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 12,200 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,772 (year 2032),  Design Load: HS 20,  Features Intersected: CAL.UNION DRAIN DTCH,  Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.325,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 168047,  Location: 1000' SO OF US-6 (Lat: 41.597719,  Lng: -87.627117),  Route carried "on" structure: Other road ,  Year Built: 1949,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,000 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,957 (year 2032),  Features Intersected: CAL UNION DRAIN DITC,  Facility Carried by Structure: VINCENNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 168048,  Location: 0.44 MI N US 6 (Lat: 41.607411,  Lng: -87.612511),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 425 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 434 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CALUMET RIVER,  Facility Carried by Structure: WOODLAWN AVENUE WE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.3 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: 54.1 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1696,  Location: 0.2 M W OF IL-394 (Lat: 41.577617,  Lng: -87.589292),  Route carried "on" structure: Interstate 80,  Year Built: 2006,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 72,250 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 65,714 (year 2032),  Design Load: HS 20,  Features Intersected: GRAND TRUNK RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.697,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169601,  Location: 0.2 M W OF IL-394 (Lat: 41.577617,  Lng: -87.589136),  Route carried "on" structure: Interstate 80,  Year Built: 2006,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 72,250 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 65,714 (year 2032),  Design Load: HS 20,  Features Intersected: GRAND TRUNK RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.713,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.2m (89.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169724,  Location: 0.6 M W I94 P24 (Lat: 41.577892,  Lng: -87.594292),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 71,800 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 65,714 (year 2032),  Features Intersected: THORN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.343,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169725,  Location: 0.6 M W I94 P24 (Lat: 41.577839,  Lng: -87.593917),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 71,800 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 65,714 (year 2032),  Features Intersected: THORN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 257.359,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 160387,  Location: 1.3 M E ILL 1 P24 (Lat: 41.600850,  Lng: -87.612142),  Route carried "under" structure: US 6,  Year Built: 1941,  Structure Length: 0. m,  Average Daily Traffic: 33,900 (year 2021),  Truck Traffic: 7%,  Features Intersected: US 6 (159TH ST),  Facility Carried by Structure: UP (CSXT) SOO RR
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 280.372,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 160388,  Location: 0.7 E COTTAGE GROVE (Lat: 41.600869,  Lng: -87.583686),  Route carried "under" structure: Interstate 94,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2021),  Truck Traffic: 12%,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: US 6 (159TH ST)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 117.415,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 160621,  Location: 0.04 M S US 6 P24 (Lat: 41.595600,  Lng: -87.617008),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 12,100 (year 2021),  Truck Traffic: 10%,  Features Intersected: INDIANA AVE,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 7.097,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 162795,  Location: I-80 & 94 INTERCH (Lat: 41.577664,  Lng: -87.581983),  Route carried "under" structure: Interstate 80,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 138,000 (year 2021),  Truck Traffic: 35%,  Features Intersected: I- 80 KINGERY,  Facility Carried by Structure: IL 394 NB
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 258.309,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 162796,  Location: 1.6 M S OF US 6 (Lat: 41.577664,  Lng: -87.582064),  Route carried "under" structure: Interstate 80,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 148,700 (year 2021),  Truck Traffic: 22%,  Features Intersected: I- 80 KINGERY,  Facility Carried by Structure: IL 394 SB
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 258.293,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.0m (131.2ft)

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Structure Number: 162802,  Location: ILL 394 I80/294 INT. (Lat: 41.580833,  Lng: -87.581258),  Route carried "under" structure: Interstate 94,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I- 94 EB & THORN CR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 119.989,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 162803,  Location: 1 M S OF US 6 (Lat: 41.586461,  Lng: -87.583617),  Route carried "under" structure: Interstate 94,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2021),  Truck Traffic: 26%,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 119.153,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: 162804,  Location: RAMP WB TO SB (Lat: 41.577658,  Lng: -87.582417),  Route carried "under" structure: Interstate 80,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 148,700 (year 2021),  Truck Traffic: 22%,  Features Intersected: I- 80,94,  Facility Carried by Structure: I- 94 WB TO IL 394
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 258.277,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.4m (240.8ft)

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Structure Number: 162805,  Location: I-80 & 94 INTERCH (Lat: 41.577650,  Lng: -87.584600),  Route carried "under" structure: Interstate 80,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 148,700 (year 2021),  Truck Traffic: 22%,  Features Intersected: I- 80,94 & IL 394
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 258.180,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 85.5m (280.5ft)

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Structure Number: 169927,  Location: .9M W of IL394 (Lat: 41.578622,  Lng: -87.599378),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 140,800 (year 2020),  Truck Traffic: 27%,  Features Intersected: I80&I294,  Facility Carried by Structure: Lincoln Oasis
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 256.844,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Length of Maximum Span: 0.0m