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Bridge Statistics for Country Club Hills, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 104 meters (341ft)
Total costs: $1,730,000
Total average daily traffic: 460,100
Total average daily truck traffic: 79,986
National Bridge Inventory (NBI) Registered Bridges for Country Club Hills

New bridges - Historical Statistics

  • 1960-1969: 14
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 16005203716,  Location: 3.1M S US6 (Lat: 41.564408,  Lng: -87.744272),  Route carried "on" structure: Interstate 57,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 42,700 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,290 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: I- 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 554.703,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16005303717,  Location: 3.1M S US6 (Lat: 41.565419,  Lng: -87.742119),  Route carried "on" structure: Interstate 57,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 42,700 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 38,290 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: I- 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 554.767,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16007403733,  Location: 0.5 M E I-57 (Lat: 41.570139,  Lng: -87.733161),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 29,400 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 38,710 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: IL 50 (CICERO AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.099,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16007503734,  Location: 0.5 M E I-57 (Lat: 41.570442,  Lng: -87.733164),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 29,400 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 38,710 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: IL 50 (CICERO AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.163,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16007603735,  Location: 0.7 M E I-57 (Lat: 41.571658,  Lng: -87.730086),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 29,400 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 38,710 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.389,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $665,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16007703736,  Location: 0.7 M E I-57 (Lat: 41.571656,  Lng: -87.729508),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 29,400 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 38,710 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.437,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.7m (130.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16054804223,  Location: 1.2 M E IL 50 (Lat: 41.578956,  Lng: -87.713833),  Route carried "on" structure: Other road 3778,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 18,500 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,408 (year 2021),  Design Load: HS 20,  Features Intersected: I- 80,  Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.527,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 36 months,  Inspection Date: June 2005,  Bridge Improvement Cost: $710,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,065,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16101426089,  Location: 3.5 M SW I-294 (Lat: 41.582200,  Lng: -87.734400),  Route carried "on" structure: State highway 50,  Year Built: 1967,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 19,200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,705 (year 2021),  Design Load: HS 20,  Features Intersected: I- 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.444,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16261430608,  Location: 0.8 M N 183RD ST (Lat: 41.566311,  Lng: -87.713767),  Route carried "on" structure: Other road 3778,  Year Built: 1993,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,100 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,165 (year 2021),  Features Intersected: CAL UNION DITCH TRIB,  Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.975,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: July 2005
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Structure Number: 16007403733,  Location: 0.5 M E I-57 (Lat: 41.570139,  Lng: -87.733161),  Route carried "under" structure: State highway 50,  Year Built: 1966,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 18,800 (year 2007),  Truck Traffic: 6%,  Features Intersected: IL 50 (CICERO AVE),  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 55.124,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 16007503734,  Location: 0.5 M E I-57 (Lat: 41.570442,  Lng: -87.733164),  Route carried "under" structure: State highway 50,  Year Built: 1966,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 19,200 (year 2007),  Truck Traffic: 8%,  Features Intersected: IL 50 (CICERO AVE),  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 55.157,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.2m (59.7ft)

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Structure Number: 16007603735,  Location: 0.7 M E I-57 (Lat: 41.571658,  Lng: -87.730086),  Route carried "under" structure: Other road 1618,  Year Built: 1966,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 8,900 (year 2006),  Truck Traffic: 5%,  Features Intersected: 175TH ST,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 4.553,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.7m (130.2ft)

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Structure Number: 16007703736,  Location: 0.7 M E I-57 (Lat: 41.571656,  Lng: -87.729508),  Route carried "under" structure: Other road 1618,  Year Built: 1964,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 8,900 (year 2006),  Truck Traffic: 5%,  Features Intersected: 175TH ST,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.602,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.7m (130.2ft)

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Structure Number: 16054804223,  Location: 1.2 M E IL 50 (Lat: 41.578956,  Lng: -87.713833),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 58,800 (year 2007),  Truck Traffic: 31%,  Features Intersected: I- 80,  Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 247.062,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16058304257,  Location: 0.5 M S I-80 (Lat: 41.556936,  Lng: -87.742986),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 87,700 (year 2007),  Truck Traffic: 13%,  Features Intersected: I- 57,  Facility Carried by Structure: 183RD ST
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 55.385,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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