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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 148ft / 45.2mTotal length
  • $2,346,000Total costs
  • 662,350Total average daily traffic
  • 123,285Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hazel Crest
  • No street view available for this location

New bridges in Hazel Crest, IL - historical statistics
  • New bridges - historical statistics
  • 41950-1959
  • 101960-1969
  • 11970-1979
Average Bridge Daily Traffic in Hazel Crest, IL
Average Bridge Truck Traffic in Hazel Crest, IL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 80.0%Satisfactory
  • 20.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Good
  • 40.0%Fair
  • 20.0%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 80.0%Good
  • 20.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 20.0%Good
  • 40.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 40.0%Good
  • 60.0%Satisfactory
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Structure Number: 160078,  Location: 3.0 M E OF I-57 (Lat: 41.582931,  Lng: -87.694808),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 35,750 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 60,873 (year 2032),  Design Load: HS 20,  Features Intersected: KEDZIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.766,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: 52.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $782,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,173,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160079,  Location: 3.0 M E OF I-57 (Lat: 41.582931,  Lng: -87.694631),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 35,750 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 60,873 (year 2032),  Design Load: HS 20,  Features Intersected: KEDZIE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.782,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: 52.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $782,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,173,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161232,  Location: 0.2 M S OF 175TH (Lat: 41.569236,  Lng: -87.681050),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 8,800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,961 (year 2032),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: GOVERNORS HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.1 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: 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: July 2020
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Structure Number: 161233,  Location: NO OF I80 ADJ 2752 (Lat: 41.584567,  Lng: -87.680444),  Route carried "on" structure: Other road ,  Year Built: 1959,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2021),  Average Future Daily Traffic: 8,446 (year 2032),  Features Intersected: DITCH,  Facility Carried by Structure: I- 80 EB TO I-294
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 10080040,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020
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Structure Number: 162132,  Location: 2.3 M W OF IL-1 (Lat: 41.581969,  Lng: -87.681467),  Route carried "on" structure: Other road ,  Year Built: 1968,  Status: Open,  Structure Length: 14.69m (48.20ft),  Average Daily Traffic: 500 (year 2021),  Average Future Daily Traffic: 8,446 (year 2032),  Design Load: HS 20,  Features Intersected: I-294,  Facility Carried by Structure: I- 80 EB TO I-294
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 10080040,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Poor,  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: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: July 2021,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 162752,  Location: 0.1 M N I-80 (Lat: 41.584194,  Lng: -87.680892),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 92,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,022 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.410,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 75.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 162753,  Location: I80 & I294 "Y" (Lat: 41.579217,  Lng: -87.676300),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 92,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 90,022 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.892,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 63.2 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,  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,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 162841,  Location: 600 FT. W I-294 (Lat: 41.582711,  Lng: -87.684850),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 500 (year 2021),  Average Future Daily Traffic: 8,446 (year 2032),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: I-80 EB TO I-294 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 10080040,  Subroute: 10),  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: 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,  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
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Structure Number: 169705,  Location: I-80 & I294 P3 (Lat: 41.581686,  Lng: -87.681450),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 35,200 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 46,556 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I 294
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.956,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 169999,  Location: 2.0 M W OF IL-1 (Lat: 41.579022,  Lng: -87.675861),  Route carried "on" structure: Other road ,  Year Built: 1962,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 1,650 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,803 (year 2032),  Design Load: HS 20,  Features Intersected: I-80/294,  Facility Carried by Structure: 171ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160078,  Location: 3.0 M E OF I-57 (Lat: 41.582822,  Lng: -87.694447),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2018),  Truck Traffic: 4%,  Features Intersected: KEDZIE AVE,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 45.688,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 160079,  Location: 3.0 M E OF I-57 (Lat: 41.583142,  Lng: -87.694458),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 21,500 (year 2018),  Truck Traffic: 4%,  Features Intersected: KEDZIE AVE,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 45.656,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: 162132,  Location: 2.3 M W OF IL-1 (Lat: 41.580778,  Lng: -87.679447),  Route carried "under" structure: Interstate 80,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 70,400 (year 2021),  Truck Traffic: 21%,  Features Intersected: I-294
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 250.133,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 169705,  Location: I-80 & I294 P3 (Lat: 41.580872,  Lng: -87.678750),  Route carried "under" structure: Interstate 294,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 92,400 (year 2020),  Truck Traffic: 14%,  Features Intersected: I 294,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 76.683,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 169999,  Location: 2.0 M W OF IL-1 (Lat: 41.578897,  Lng: -87.676017),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 153,100 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-80/294,  Facility Carried by Structure: 171ST ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 250.455,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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