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

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Structure Number: 160717,  Location: .14M S OF SOWEST HWY (Lat: 41.707586,  Lng: -87.779483),  Route carried "on" structure: Other road ,  Year Built: 1948,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 18,500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,085 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CR,  Facility Carried by Structure: RIDGELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.320,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16275,  Location: 0.4 M S IL-47 (Lat: 41.709292,  Lng: -87.796314),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 124,400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 101,249 (year 2032),  Design Load: HS 20,  Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.305,  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 continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  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: 93.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019

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Structure Number: 162771,  Location: 0.5 M NE I-294 (Lat: 41.708925,  Lng: -87.780678),  Route carried "on" structure: Other road ,  Year Built: 1999,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 39.99m (131.20ft),  Average Daily Traffic: 24,900 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,222 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR - CSXT, CREEK,ETC,  Facility Carried by Structure: SOUTHWEST HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.283,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163052,  Location: 0.2 M S 103RD P26 (Lat: 41.701250,  Lng: -87.759656),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 17,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,982 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.246,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: September 2021

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Structure Number: 163054,  Location: 500 FT N. SW HWY (Lat: 41.704978,  Lng: -87.788575),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.15m (10.33ft),  Average Daily Traffic: 4,750 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20,  Features Intersected: Stony Creek,  Facility Carried by Structure: Virginia Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: City or Municipal 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: 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: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169832,  Location: 0.7 M SE ILL 43 P26 (Lat: 41.703742,  Lng: -87.789492),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 62,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,625 (year 2032),  Features Intersected: ILL 7 (SW HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.142,  Lanes on structure: 2,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: High priority of corrective action,  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: 169833,  Location: 0.7 M SE ILL 43 P26 (Lat: 41.703633,  Lng: -87.789361),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 62,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,625 (year 2032),  Features Intersected: ILL 7 (SW HWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.158,  Lanes on structure: 2,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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: High priority of corrective action,  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: 169834,  Location: 0.3 M SE ILL 7 P26 (Lat: 41.699833,  Lng: -87.786403),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 62,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,625 (year 2032),  Features Intersected: N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.657,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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: 169835,  Location: 0.3 M SE ILL 7 P26 (Lat: 41.699689,  Lng: -87.786358),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 62,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,625 (year 2032),  Features Intersected: N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.673,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  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: 169836,  Location: 0.5 M SE ILL 7 P26 (Lat: 41.697794,  Lng: -87.785817),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 62,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 50,625 (year 2032),  Features Intersected: 107TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.882,  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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169832,  Location: 0.7 M SE ILL 43 P26 (Lat: 41.703425,  Lng: -87.789108),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2021),  Truck Traffic: 3%,  Features Intersected: ILL 7 (SW HWY),  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 169833,  Location: 0.7 M SE ILL 43 P26 (Lat: 41.703269,  Lng: -87.789339),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2021),  Truck Traffic: 3%,  Features Intersected: ILL 7 (SW HWY),  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 11.313,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)