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

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Structure Number: 160243,  Location: 0.7 SE I-294 (Lat: 42.074356,  Lng: -87.857394),  Route carried "on" structure: State highway 21,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 8,050 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,973 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 64.5 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $833,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160307,  Location: 0.1 M S GLENVIEW RD (Lat: 42.072072,  Lng: -87.799319),  Route carried "on" structure: State highway 43,  Year Built: 1927,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,750 (year 2032),  Design Load: HS 20,  Features Intersected: W FK N BR CHI RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.712,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $274,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $411,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160531,  Location: 2.4 M S IL 68 (Lat: 42.106522,  Lng: -87.868169),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 46,700 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 45,011 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.769,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 47.2m (154.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 39.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160533,  Location: 1 M W IL 43 (Lat: 42.105489,  Lng: -87.819681),  Route carried "on" structure: Other road ,  Year Built: 1942,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 35,600 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,831 (year 2032),  Features Intersected: RR - METRA,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.825,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $866,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,299,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160544,  Location: 1.1 M E ILL 43 P14 (Lat: 42.079803,  Lng: -87.778069),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Temporarily open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,754 (year 2032),  Design Load: HS 20,  Features Intersected: N Br Chicago River,  Facility Carried by Structure: FAU-1292 (E Lake A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.300,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Fair,  Channel: Very good,  Structural Evaluation: High priority of replacement,  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: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $440,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $660,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160551,  Location: .5 M W I-294 (Lat: 42.066000,  Lng: -87.887753),  Route carried "on" structure: Other road ,  Year Built: 1929,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 11,700 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,274 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: CENTRAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.587,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-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: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $645,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $968,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16082,  Location: 1.3 M E ILL43 P14 (Lat: 42.068881,  Lng: -87.774686),  Route carried "on" structure: Other road ,  Year Built: 1932,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 11,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,682 (year 2032),  Design Load: HS 20,  Features Intersected: M F N BR CHI RIV,  Facility Carried by Structure: GLENVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $518,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161128,  Location: 0.2 M W ILL 43 P14 (Lat: 42.080033,  Lng: -87.801878),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 24,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,960 (year 2032),  Design Load: HS 20,  Features Intersected: W F N BR CHI RIV,  Facility Carried by Structure: EAST LAKE AVE EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.273,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  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: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 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: 161129,  Location: 0.5 M W ILL 43 P14 (Lat: 42.080289,  Lng: -87.808953),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HS 20,  Features Intersected: EAST LAKE AVE EXT,  Facility Carried by Structure: LEHIGH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.589,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16201,  Location: .3 M S. OF W LAKE AV (Lat: 42.082856,  Lng: -87.866192),  Route carried "on" structure: Interstate 294,  Year Built: 2009,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Design Load: HS 20,  Features Intersected: MILWAUKEE AVE ILL 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.189,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  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: 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: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162011,  Location: .3 M S. OF W LAKE AV (Lat: 42.082711,  Lng: -87.866186),  Route carried "on" structure: Interstate 294,  Year Built: 2009,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Design Load: HS 20,  Features Intersected: MILWAUKEE AVE ILL 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163227,  Location: .54M N OF WILLOW RD (Lat: 42.117317,  Lng: -87.877919),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 8,350 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,468 (year 2032),  Design Load: HS 20,  Features Intersected: I-294(TRI-STATE),  Facility Carried by Structure: SANDERS RD SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.975,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  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: 166221,  Location: 0.5 M NE LAKE P14 (Lat: 42.087300,  Lng: -87.802744),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 11,400 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,400 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: W F N BR CHICAGO RIV,  Facility Carried by Structure: CHESTNUT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 167054,  Location: 0.5 MI N E LAKE AVE (Lat: 42.085658,  Lng: -87.806161),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,000 (year 2021),  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SOUTH NAVY DITCH,  Facility Carried by Structure: BLACKTHORN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 167055,  Location: WEST OF IL-43 (Lat: 42.075219,  Lng: -87.800597),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,950 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,764 (year 2032),  Design Load: HS 20,  Features Intersected: W FK N BR CHI RIV,  Facility Carried by Structure: GROVE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 43.1 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 desirable 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 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167056,  Location: 0.1 MI W IL-43 P14 (Lat: 42.072789,  Lng: -87.800797),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 10,800 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,360 (year 2032),  Design Load: HS 20,  Features Intersected: W F N BR CHI RIV,  Facility Carried by Structure: GLENVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.520,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.2m (46.6ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: 38.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169708,  Location: 0.5 M N WILLOW P14 (Lat: 42.117061,  Lng: -87.877881),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 8,350 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,468 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 (TRI-ST TOLL),  Facility Carried by Structure: SANDERS RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.007,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $658,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $987,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169745,  Location: 0.4M N ILL 21 P14 (Lat: 42.087333,  Lng: -87.867133),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: LAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.642,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 169746,  Location: 0.4M N ILL 21 P14 (Lat: 42.087203,  Lng: -87.867094),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: LAKE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.658,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169749,  Location: 1 M N ILL 58 P14 (Lat: 42.066058,  Lng: -87.867494),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: CENTRAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.040,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16975,  Location: 1 M N ILL 58 P14 (Lat: 42.065914,  Lng: -87.867506),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: CENTRAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.056,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169751,  Location: 0.6 M N ILL 58 P11 (Lat: 42.063617,  Lng: -87.867689),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: C&NW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.313,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169752,  Location: 0.6 M N ILL 58 P11 (Lat: 42.063472,  Lng: -87.867700),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 57,165 (year 2032),  Features Intersected: C&NW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.329,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 160308,  Location: .75 M N GOLF RD P13 (Lat: 42.063194,  Lng: -87.799731),  Route carried "under" structure: State highway 43,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 2%,  Features Intersected: ILL 43 (WAUKEGAN RD),  Facility Carried by Structure: SOO (WICT) AMTK. R
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 62.714,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 160531,  Location: 2.4 M S IL 68 (Lat: 42.106522,  Lng: -87.868169),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 6.534,  Lanes on structure: 10,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 160533,  Location: 1 M W IL 43 (Lat: 42.105486,  Lng: -87.819233),  Route carried "under" structure: Other road ,  Year Built: 1942,  Structure Length: 0. m,  Average Daily Traffic: 2,200 (year 2018),  Truck Traffic: 3%,  Features Intersected: RR - METRA,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.370,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 160552,  Location: 0.1 M E I294 P11,14 (Lat: 42.065889,  Lng: -87.865061),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 2%,  Features Intersected: CENTRAL RD,  Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 13.470,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 161127,  Location: 0.5 MI W ILL 43 (Lat: 42.080086,  Lng: -87.808203),  Route carried "under" structure: Other road ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 24,300 (year 2018),  Truck Traffic: 3%,  Features Intersected: EAST LAKE AVENUE,  Facility Carried by Structure: SOO (WICT) AMTRAK
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 21.758,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.5m (80.4ft)

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Structure Number: 161129,  Location: 0.5 M W ILL 43 P14 (Lat: 42.080106,  Lng: -87.809064),  Route carried "under" structure: Other road ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2018),  Truck Traffic: 3%,  Features Intersected: EAST LAKE AVE EXT,  Facility Carried by Structure: LEHIGH AVE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 21.693,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 16201,  Location: .3 M S. OF W LAKE AV (Lat: 42.082856,  Lng: -87.866192),  Route carried "under" structure: State highway 21,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,050 (year 2021),  Truck Traffic: 3%,  Features Intersected: MILWAUKEE AVE ILL 21,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 8.819,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 162011,  Location: .3 M S. OF W LAKE AV (Lat: 42.083003,  Lng: -87.866333),  Route carried "under" structure: State highway 21,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 8,050 (year 2021),  Truck Traffic: 3%,  Features Intersected: MILWAUKEE AVE ILL 21,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 8.835,  Lanes on structure: 3,  Lanes under structure: 3,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 163206,  Location: 0.2 MI E PFINGSTEN (Lat: 42.084114,  Lng: -87.847350),  Route carried "under" structure: Other road ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 2018),  Truck Traffic: 3%,  Features Intersected: EAST LAKE AVENUE,  Facility Carried by Structure: C&NW RAILROAD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 18.072,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 163227,  Location: .54M N OF WILLOW RD (Lat: 42.116736,  Lng: -87.877675),  Route carried "under" structure: Interstate 294,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294(TRI-STATE),  Facility Carried by Structure: SANDERS RD SB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.101,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 169708,  Location: 0.5 M N WILLOW P14 (Lat: 42.116814,  Lng: -87.877844),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294 (TRI-ST TOLL),  Facility Carried by Structure: SANDERS RD NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.085,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 169745,  Location: 0.4M N ILL 21 P14 (Lat: 42.087317,  Lng: -87.867275),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2018),  Truck Traffic: 3%,  Features Intersected: LAKE AVE,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 16.254,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 169746,  Location: 0.4M N ILL 21 P14 (Lat: 42.087353,  Lng: -87.866878),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2018),  Truck Traffic: 3%,  Features Intersected: LAKE AVE,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 16.318,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 169749,  Location: 1 M N ILL 58 P14 (Lat: 42.065906,  Lng: -87.867256),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 2%,  Features Intersected: CENTRAL RD,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 13.277,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 16975,  Location: 1 M N ILL 58 P14 (Lat: 42.065914,  Lng: -87.867506),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 2%,  Features Intersected: CENTRAL RD,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 13.245,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)