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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 21
Total length: 392 meters (1,286ft)
Total costs: $21,870,000
Total average daily traffic: 724,100
Total average daily truck traffic: 126,446
National Bridge Inventory (NBI) Registered Bridges for East Hazel Crest
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New bridges - Historical Statistics

  • 1900-1909: 4
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 16
  • 1960-1969: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 16019903981,  Location: 1.5 M S US 6 (Lat: 41.578150,  Lng: -87.636369),  Route carried "on" structure: State highway 1,  Year Built: 1958,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 33,200 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,196 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80,294 TRI STATE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 505.033,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,665,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $2,498,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16971403741,  Location: 1.5 M W ILL 1 P24 (Lat: 41.577894,  Lng: -87.665550),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 67,650 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 69,680 (year 2032),  Features Intersected: DIXIE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.326,  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),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16971503742,  Location: 1.5 M W ILL 1 P24 (Lat: 41.578178,  Lng: -87.665553),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 67,650 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 69,680 (year 2032),  Features Intersected: DIXIE HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.342,  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),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16971603743,  Location: 1.2 M W ILL 1 P24 (Lat: 41.577936,  Lng: -87.655333),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 64,700 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,641 (year 2032),  Features Intersected: MARKHAM YD IC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.583,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.86m (176.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $6,457,000,  Roadway Improvement Cost: $646,000,  Total Project Cost: $9,686,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16971703744,  Location: 1.2 M W ILL 1 P24 (Lat: 41.578331,  Lng: -87.655033),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 64,700 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,641 (year 2032),  Features Intersected: MARKHAM YD IC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.599,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.86m (176.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $6,457,000,  Roadway Improvement Cost: $646,000,  Total Project Cost: $9,686,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16971803745,  Location: 0.5 M W ILL 1 P24 (Lat: 41.578792,  Lng: -87.646125),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 64,700 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,641 (year 2032),  Features Intersected: CENTER ST & IC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 252.999,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16971903746,  Location: 0.5 M W ILL 1 P24 (Lat: 41.578961,  Lng: -87.646122),  Route carried "on" structure: Interstate 80,  Year Built: 1958,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 64,700 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 66,641 (year 2032),  Features Intersected: CENTER ST & IC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 253.015,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 16019903981,  Location: 1.5 M S US 6 (Lat: 41.578150,  Lng: -87.636369),  Route carried "under" structure: Interstate 80,  Year Built: 1958,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 127,600 (year 2009),  Truck Traffic: 20%,  Features Intersected: I- 80,294 TRI STATE,  Facility Carried by Structure: IL 1 (HALSTED ST
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 253.723,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 16307023561,  Location: 0.75 M E WESTERN P2 (Lat: 41.579050,  Lng: -87.659114),  Route carried "under" structure: Other road 1614,  Year Built: 1900,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,800 (year 2010),  Truck Traffic: 6%,  Features Intersected: 171ST ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 3.73m (12.24ft),  Kilometerpoint: 0.048,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 16307123562,  Location: 0.8 M E WESTERN P2 (Lat: 41.579050,  Lng: -87.658208),  Route carried "under" structure: Other road 1614,  Year Built: 1900,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,800 (year 2010),  Truck Traffic: 6%,  Features Intersected: 171ST ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 0.113,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 16307223563,  Location: 0.85 M E WESTERN P2 (Lat: 41.579056,  Lng: -87.657075),  Route carried "under" structure: Other road 1614,  Year Built: 1900,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,800 (year 2010),  Truck Traffic: 6%,  Features Intersected: 171ST ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 0.193,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 16307323564,  Location: 0.9 M E WESTERN P2 (Lat: 41.579069,  Lng: -87.654356),  Route carried "under" structure: Other road 1614,  Year Built: 1900,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 14,800 (year 2010),  Truck Traffic: 6%,  Features Intersected: 171ST ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 0.386,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 16971403741,  Location: 1.5 M W ILL 1 P24 (Lat: 41.577894,  Lng: -87.665550),  Route carried "under" structure: Other road 2843,  Year Built: 1958,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 10,700 (year 2010),  Truck Traffic: 2%,  Features Intersected: DIXIE HIGHWAY,  Facility Carried by Structure: I-294,80 EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.259,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 16971503742,  Location: 1.5 M W ILL 1 P24 (Lat: 41.578178,  Lng: -87.665553),  Route carried "under" structure: Other road 2843,  Year Built: 1958,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 16,600 (year 2006),  Truck Traffic: 11%,  Features Intersected: DIXIE HIGHWAY,  Facility Carried by Structure: I-294,80 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 2.558,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16971603743,  Location: 1.2 M W ILL 1 P24 (Lat: 41.577936,  Lng: -87.655333),  Route carried "under" structure: Other road 3597,  Year Built: 1958,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 4%,  Features Intersected: MARKHAM YD IC RR,  Facility Carried by Structure: I-294,80 EB
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.097,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 16971603743,  Location: 1.2 M W ILL 1 P24 (Lat: 41.577936,  Lng: -87.655333),  Route carried "under" structure: Other road 2860,  Year Built: 1958,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 7,300 (year 2010),  Truck Traffic: 4%,  Features Intersected: MARKHAM YD IC RR,  Facility Carried by Structure: I-294,80 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.225,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 16971703744,  Location: 1.2 M W ILL 1 P24 (Lat: 41.578331,  Lng: -87.655033),  Route carried "under" structure: Other road 3597,  Year Built: 1958,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 200 (year 2010),  Truck Traffic: 4%,  Features Intersected: MARKHAM YD IC RR,  Facility Carried by Structure: I-294,80 WB
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.048,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 16971703744,  Location: 1.2 M W ILL 1 P24 (Lat: 41.578331,  Lng: -87.655033),  Route carried "under" structure: Other road 2860,  Year Built: 1958,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 7,300 (year 2010),  Truck Traffic: 4%,  Features Intersected: MARKHAM YD IC RR,  Facility Carried by Structure: I-294,80 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Length of Maximum Span: 48.5m (159.1ft)

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Structure Number: 16971803745,  Location: 0.5 M W ILL 1 P24 (Lat: 41.578792,  Lng: -87.646125),  Route carried "under" structure: Other road 1049,  Year Built: 1958,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 3,150 (year 2006),  Truck Traffic: 20%,  Features Intersected: CENTER ST & IC RR,  Facility Carried by Structure: I-294,80 EB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.032,  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: 27.4m (89.9ft)

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Structure Number: 16971903746,  Location: 0.5 M W ILL 1 P24 (Lat: 41.578961,  Lng: -87.646122),  Route carried "under" structure: Other road 1049,  Year Built: 1958,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 3,150 (year 2006),  Truck Traffic: 20%,  Features Intersected: CENTER ST & IC RR,  Facility Carried by Structure: I-294,80 WB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.016,  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: 27.4m (89.9ft)

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Structure Number: 16999906923,  Location: 2.0 M W OF IL-1 (Lat: 41.578953,  Lng: -87.676025),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 61,400 (year 2008),  Truck Traffic: 19%,  Features Intersected: I-80/294,  Facility Carried by Structure: 171ST ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 250.409,  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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