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Bridge Statistics for Indian Head Park, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 197ft / 59.5mTotal length
  • $4,567,000Total costs
  • 771,275Total average daily traffic
  • 114,136Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Indian Head Park
  • No street view available for this location

New bridges in Indian Head Park, IL - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 91950-1959
  • 31960-1969
  • 11990-1999
  • 22000-2009
Reconstructed bridges in Indian Head Park, IL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 02000-2009
  • 02010-2019
  • 12020-2022
Average Bridge Daily Traffic in Indian Head Park, IL
Average Bridge Truck Traffic in Indian Head Park, IL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Good
  • 55.6%Satisfactory
  • 22.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Good
  • 66.7%Satisfactory
  • 11.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 33.3%Good
  • 33.3%Satisfactory
  • 33.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 80.0%Good
  • 20.0%Fair
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Structure Number: 160003,  Location: 1.5 M W US 45 (Lat: 41.760669,  Lng: -87.896600),  Route carried "on" structure: Interstate 55,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 145,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 174,585 (year 2032),  Design Load: HS 20,  Features Intersected: WOLF RD & FLAG CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.516,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.3m (142.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160393,  Location: 0.8 M NE DUPAGE CO (Lat: 41.763172,  Lng: -87.901861),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,875 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FLAG CREEK,  Facility Carried by Structure: JOLIET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 161063,  Location: 1.5 M W US 45 (Lat: 41.761103,  Lng: -87.897014),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 375 (year 2018),  Truck Traffic: 37%,  Average Future Daily Traffic: 310 (year 2032),  Design Load: HS 15,  Features Intersected: FLAG CREEK,  Facility Carried by Structure: 70TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 47.0 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.44m (11.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 162687,  Location: 0.3 M NW I-55 (Lat: 41.762136,  Lng: -87.903544),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 12,400 (year 2021),  Average Future Daily Traffic: 13,596 (year 2032),  Design Load: HS 20,  Features Intersected: JOLIET RD,  Facility Carried by Structure: I-294 RAMPS I-55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 10055040,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 163016,  Location: 0.9 M N 79TH P10 (Lat: 41.759919,  Lng: -87.896581),  Route carried "on" structure: Other road ,  Year Built: 1900,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,858 (year 2032),  Design Load: HS 20,  Features Intersected: FLAG CREEK,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.435,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $716,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 163245,  Location: 0.2M.N.OF I-55 (Lat: 41.761250,  Lng: -87.896633),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,858 (year 2032),  Design Load: HS 20,  Features Intersected: RELOC.FLAG CREEK,  Facility Carried by Structure: WOLF RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.258,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 169818,  Location: 0.2 M NW I55 P10 (Lat: 41.762175,  Lng: -87.897008),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 64,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 59,586 (year 2032),  Features Intersected: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.700,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 169819,  Location: 0.2 M NW I55 P10 (Lat: 41.762103,  Lng: -87.896828),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 64,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 59,586 (year 2032),  Features Intersected: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.716,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16982,  Location: I294 AT I55 P10 (Lat: 41.760761,  Lng: -87.892850),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 15.18m (49.80ft),  Average Daily Traffic: 64,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 59,586 (year 2032),  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.844,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 169821,  Location: I294 AT I55 P10 (Lat: 41.760711,  Lng: -87.892697),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 15.18m (49.80ft),  Average Daily Traffic: 64,850 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 59,586 (year 2032),  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.861,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.18m (49.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,196,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,294,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 160003,  Location: 1.5 M W US 45 (Lat: 41.760669,  Lng: -87.896600),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 26%,  Features Intersected: WOLF RD & FLAG CR,  Facility Carried by Structure: I- 55 STEVENSON
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 14.355,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 162687,  Location: 0.3 M NW I-55 (Lat: 41.762222,  Lng: -87.903817),  Route carried "under" structure: Other road ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2018),  Truck Traffic: 9%,  Features Intersected: JOLIET RD,  Facility Carried by Structure: I-294 RAMPS I-55
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.612,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 169818,  Location: 0.2 M NW I55 P10 (Lat: 41.762289,  Lng: -87.896658),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 26%,  Features Intersected: WOLF RD,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.130,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 169819,  Location: 0.2 M NW I55 P10 (Lat: 41.761958,  Lng: -87.896650),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 26%,  Features Intersected: WOLF RD,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 14.162,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 16982,  Location: I294 AT I55 P10 (Lat: 41.760756,  Lng: -87.893042),  Route carried "under" structure: Interstate 55,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 137,300 (year 2021),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 446.870,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 169821,  Location: I294 AT I55 P10 (Lat: 41.760778,  Lng: -87.892139),  Route carried "under" structure: Interstate 55,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 137,300 (year 2021),  Truck Traffic: 10%,  Features Intersected: I 55,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 446.903,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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