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

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Structure Number: 16032204065,  Location: 0.3 M S 103RD ST (Lat: 41.700114,  Lng: -87.797872),  Route carried "on" structure: State highway 43,  Year Built: 1960,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 44,500 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,910 (year 2021),  Design Load: HS 20,  Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.689,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16032304066,  Location: 0.2 M N IL 83 (Lat: 41.678242,  Lng: -87.797000),  Route carried "on" structure: State highway 43,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 34,800 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 59,000 ,  Design Load: HS 20,  Features Intersected: CAL SAG CHANNEL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 19.276,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 68.5m (224.7ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 90.8m (297.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Critical Feature Inspection Date: May 2006,  Underwater Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16302504353,  Location: 0.6 M S 115TH P26 (Lat: 41.674686,  Lng: -87.778189),  Route carried "on" structure: Other road 2781,  Year Built: 1967,  Status: Open,  Structure Length: 13.20m (43.31ft),  Average Daily Traffic: 33,200 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 46,305 (year 2021),  Design Load: HS 20,  Features Intersected: CAL SAG CHANNEL,  Facility Carried by Structure: RIDGELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.907,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 31 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 19.8m (65.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 92.0m (301.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.87m (45.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $2,210,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $3,315,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 16983603946,  Location: 0.5 M SE ILL 7 P26 (Lat: 41.697539,  Lng: -87.785461),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 107TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.871,  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16983703947,  Location: 0.5 M SE ILL 7 P26 (Lat: 41.697544,  Lng: -87.785094),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 107TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.887,  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: Good,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16983803948,  Location: 1 M SE ILL 7 P26 (Lat: 41.690314,  Lng: -87.782725),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 111TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.708,  Lanes on structure: 2,  Lanes under structure: 4,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16983903949,  Location: 1 M SE ILL 7 P26 (Lat: 41.690322,  Lng: -87.782375),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 111TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.724,  Lanes on structure: 2,  Lanes under structure: 4,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1698400395,  Location: 1.5 M S ILL 7 P26 (Lat: 41.682972,  Lng: -87.779117),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 115TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.576,  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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16984103951,  Location: 1.5 M S ILL 7 P26 (Lat: 41.682975,  Lng: -87.778853),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: 115TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.593,  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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16984203952,  Location: 1.6 M S ILL 7 P26 (Lat: 41.682564,  Lng: -87.778547),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: RIDGELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.641,  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: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16984303953,  Location: 1.6 M S ILL 7 P26 (Lat: 41.682356,  Lng: -87.778533),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 57,050 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 78,330 (year 2020),  Features Intersected: RIDGELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.657,  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: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16240502474,  Location: 0.01 M N 111TH ST (Lat: 41.690067,  Lng: -87.797503),  Route carried "under" structure: State highway 43,  Year Built: 1980,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 40,300 (year 2007),  Truck Traffic: 9%,  Features Intersected: IL 43 & 111TH ST,  Facility Carried by Structure: RR - METRA
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 20.595,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 16240502474,  Location: 0.01 M N 111TH ST (Lat: 41.690067,  Lng: -87.797503),  Route carried "under" structure: Other road 1581,  Year Built: 1980,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 24,300 (year 2006),  Truck Traffic: 9%,  Features Intersected: IL 43 & 111TH ST,  Facility Carried by Structure: RR - METRA
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 4.827,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 16983303943,  Location: 0.7 M SE ILL 43 P26 (Lat: 41.703469,  Lng: -87.789036),  Route carried "under" structure: Other road 3578,  Year Built: 1958,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 26,700 (year 2006),  Truck Traffic: 5%,  Features Intersected: ILL 7 (SW HWY),  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 11.279,  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: 16983603946,  Location: 0.5 M SE ILL 7 P26 (Lat: 41.697539,  Lng: -87.785461),  Route carried "under" structure: Other road 1679,  Year Built: 1958,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 4,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: 107TH ST,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 16983803948,  Location: 1 M SE ILL 7 P26 (Lat: 41.690314,  Lng: -87.782725),  Route carried "under" structure: Other road 1581,  Year Built: 1958,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 29,700 (year 2006),  Truck Traffic: 6%,  Features Intersected: 111TH ST,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.605,  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: 21.3m (69.9ft)

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Structure Number: 16983903949,  Location: 1 M SE ILL 7 P26 (Lat: 41.690322,  Lng: -87.782375),  Route carried "under" structure: Other road 1581,  Year Built: 1958,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 29,700 (year 2006),  Truck Traffic: 6%,  Features Intersected: 111TH ST,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 6.082,  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: 21.3m (69.9ft)

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Structure Number: 1698400395,  Location: 1.5 M S ILL 7 P26 (Lat: 41.682972,  Lng: -87.779117),  Route carried "under" structure: Other road 1583,  Year Built: 1958,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 24,600 (year 2006),  Truck Traffic: 30%,  Features Intersected: 115TH ST,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16984103951,  Location: 1.5 M S ILL 7 P26 (Lat: 41.682975,  Lng: -87.778853),  Route carried "under" structure: Other road 1583,  Year Built: 1958,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 24,600 (year 2006),  Truck Traffic: 30%,  Features Intersected: 115TH ST,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16984203952,  Location: 1.6 M S ILL 7 P26 (Lat: 41.682564,  Lng: -87.778547),  Route carried "under" structure: Other road 2781,  Year Built: 1958,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 12,850 (year 2006),  Truck Traffic: 24%,  Features Intersected: RIDGELAND AVE,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 4.055,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 16984303953,  Location: 1.6 M S ILL 7 P26 (Lat: 41.682356,  Lng: -87.778533),  Route carried "under" structure: Other road 2781,  Year Built: 1958,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 16,600 (year 2006),  Truck Traffic: 7%,  Features Intersected: RIDGELAND AVE,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 4.087,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)