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

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Structure Number: 16993803428,  Location: 0.2M S 22ND P20 (Lat: 41.843903,  Lng: -87.919269),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 14,900 (year 2006),  Average Future Daily Traffic: 17,640 (year 2021),  Design Load: HS 20,  Features Intersected: I294
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22004705533,  Location: 2 M W OF YORK RD (Lat: 41.844494,  Lng: -87.958092),  Route carried "on" structure: State highway 83,  Year Built: 1958,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 81,600 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 103,815 (year 2021),  Design Load: HS 20,  Features Intersected: I- 88 EW TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.916,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 40.9m (134.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 22008405595,  Location: 1.7 M E OF IL 83 (Lat: 41.847242,  Lng: -87.936703),  Route carried "on" structure: Other road 1453,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Temporarily open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 31,400 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,335 (year 2021),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: 22ND ST (CERMAK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: April 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22014008869,  Location: 1 M S I-88 EW TOLL (Lat: 41.832211,  Lng: -87.955089),  Route carried "on" structure: Other road 1467,  Year Built: 1974,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 20,200 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,185 (year 2021),  Design Load: HS 20,  Features Intersected: IL 83,  Facility Carried by Structure: 31ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.827,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22200222287,  Location: 0.3 M W OF I-294 (Lat: 41.847647,  Lng: -87.921742),  Route carried "on" structure: Other road 1453,  Year Built: 1958,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 27,800 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,395 (year 2021),  Design Load: HS 20,  Features Intersected: I- 88,I-294 RAMPS,  Facility Carried by Structure: 22ND ST (CERMAK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.084,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 57.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22305032193,  Location: 0.37 MI E IL-83 (Lat: 41.832622,  Lng: -87.942164),  Route carried "on" structure: Other road 1467,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 20,200 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,000 ,  Design Load: HS 15,  Features Intersected: SALT CREEK,  Facility Carried by Structure: 31ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.921,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2004,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22311034659,  Location: 0.5 MI S I-88 (Lat: 41.838094,  Lng: -87.972106),  Route carried "on" structure: Other road 2653,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 18,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,705 (year 2029),  Design Load: HS 20,  Features Intersected: GINGER CREEK,  Facility Carried by Structure: MIDWEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.103,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Other

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Structure Number: 22685027778,  Location: 1500 FT E OF SUMMIT (Lat: 41.838533,  Lng: -87.965489),  Route carried "on" structure: City street 2090,  Year Built: 1968,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 509 (year 1998),  Average Future Daily Traffic: 611 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: GINGER CREEK,  Facility Carried by Structure: REGENT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Deck Geometry: Better than 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 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22685127779,  Location: 0.25 MI E MEYERS RD (Lat: 41.835497,  Lng: -87.986494),  Route carried "on" structure: City street 3020,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 309 (year 1998),  Average Future Daily Traffic: 371 (year 2021),  Design Load: HS 20,  Features Intersected: GINGER CREEK,  Facility Carried by Structure: BAYBROOK LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very 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: Meets minimum limits,  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: March 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2268532787,  Location: .25 MI N 22 ND ST. (Lat: 41.850683,  Lng: -87.924828),  Route carried "on" structure: City street 1200,  Year Built: 1960,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 509 (year 1998),  Average Future Daily Traffic: 611 (year 2021),  Design Load: HS 20,  Features Intersected: EAST WEST TOLLWAY,  Facility Carried by Structure: WINDSOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  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: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22685427871,  Location: .4 MI N 22 ND ST (Lat: 41.852853,  Lng: -87.935692),  Route carried "on" structure: Other road 1446,  Year Built: 1958,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,850 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,251 (year 2021),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: HARGER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $590,000 ( Estimate for 2000),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22685529302,  Location: .4 MI N 31ST STREET (Lat: 41.838528,  Lng: -87.949086),  Route carried "on" structure: Other road 2662,  Year Built: 1973,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,211 (year 2021),  Features Intersected: GINGER CREEK,  Facility Carried by Structure: JORIE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22990405566,  Location: 2 M.E.OF IL-83 (Lat: 41.856628,  Lng: -87.929703),  Route carried "on" structure: Other road 2678,  Year Built: 1958,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 14,900 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,785 (year 2021),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RAMPS,  Facility Carried by Structure: YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.628,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22990505567,  Location: 2M.E.OF IL-83 (Lat: 41.853317,  Lng: -87.929533),  Route carried "on" structure: Other road 2678,  Year Built: 1958,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 14,900 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,785 (year 2021),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.014,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2299070558,  Location: 0.7 MI W IL 83 (Lat: 41.844286,  Lng: -87.972300),  Route carried "on" structure: Other road 2653,  Year Built: 1958,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 18,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,685 (year 2021),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.11m (26.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,313,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,970,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22990805582,  Location: 2.0M.W.IL-83 (Lat: 41.839711,  Lng: -87.990711),  Route carried "on" structure: Other road 2638,  Year Built: 1958,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 15,200 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,700 (year 2021),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: MEYERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2002,  Bridge Improvement Cost: $1,574,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $2,361,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22993005642,  Location: 1.5M.SW IL-38 (Lat: 41.847058,  Lng: -87.942094),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 78,200 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,770 (year 2020),  Design Load: HS 20,  Features Intersected: 22ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.704,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.2 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $642,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $963,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22993105643,  Location: 1.5M.SW IL38 (Lat: 41.847036,  Lng: -87.942439),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 78,200 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 98,770 (year 2020),  Design Load: HS 20,  Features Intersected: 22ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.720,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22993205644,  Location: 1.3M.E.IL-83 (Lat: 41.852014,  Lng: -87.934842),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 61,250 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 73,000 ,  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.573,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22993305645,  Location: 1.3 M NE OF ILL 83 (Lat: 41.852119,  Lng: -87.934681),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 61,250 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,000 ,  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.589,  Lanes on 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: 2,  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: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22993622217,  Location: O.2M.E.YORK RD. (Lat: 41.852719,  Lng: -87.934917),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 14,900 (year 2006),  Average Future Daily Traffic: 17,640 (year 2021),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  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: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.9 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: Better than present minimum criteria,  Deck Geometry: Better than 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: May 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22993722218,  Location: 0.2M.E YORK RD. (Lat: 41.853556,  Lng: -87.932544),  Route carried "on" structure: Ramp Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 14,900 (year 2006),  Average Future Daily Traffic: 17,640 (year 2021),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22004705533,  Location: 2 M W OF YORK RD (Lat: 41.844494,  Lng: -87.958092),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 156,400 (year 2006),  Truck Traffic: 6%,  Features Intersected: I- 88 EW TOLL,  Facility Carried by Structure: IL 83
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 220.401,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22014008869,  Location: 1 M S I-88 EW TOLL (Lat: 41.832211,  Lng: -87.955089),  Route carried "under" structure: State highway 83,  Year Built: 1974,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 81,600 (year 2007),  Truck Traffic: 4%,  Features Intersected: IL 83,  Facility Carried by Structure: 31ST ST
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 66.468,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 22200222287,  Location: 0.3 M W OF I-294 (Lat: 41.847647,  Lng: -87.921742),  Route carried "under" structure: Ramp Interstate 88,  Year Built: 1958,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 14,200 (year 2006),  Features Intersected: I- 88,I-294 RAMPS,  Facility Carried by Structure: 22ND ST (CERMAK R
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.352,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 2268532787,  Location: .25 MI N 22 ND ST. (Lat: 41.850683,  Lng: -87.924828),  Route carried "under" structure: Ramp Interstate 88,  Year Built: 1960,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 14,200 (year 2006),  Features Intersected: EAST WEST TOLLWAY,  Facility Carried by Structure: WINDSOR DRIVE
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 22990405566,  Location: 2 M.E.OF IL-83 (Lat: 41.856628,  Lng: -87.929703),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 61,250 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-88 E-W TOLL RAMPS,  Facility Carried by Structure: YORK ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 223.265,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 22990505567,  Location: 2M.E.OF IL-83 (Lat: 41.853317,  Lng: -87.929533),  Route carried "under" structure: Ramp Interstate 88,  Year Built: 1958,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 14,900 (year 2006),  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: YORK ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.188,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 2299070558,  Location: 0.7 MI W IL 83 (Lat: 41.844286,  Lng: -87.972300),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 70,700 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: SUMMIT AVENUE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 219.194,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 22990805582,  Location: 2.0M.W.IL-83 (Lat: 41.839711,  Lng: -87.990711),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 73,050 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: MEYERS ROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 217.569,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 22993005642,  Location: 1.5M.SW IL-38 (Lat: 41.847058,  Lng: -87.942094),  Route carried "under" structure: Other road 1453,  Year Built: 1958,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 18,600 (year 2005),  Truck Traffic: 6%,  Features Intersected: 22ND ST,  Facility Carried by Structure: I-88 EB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 3.379,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 22993105643,  Location: 1.5M.SW IL38 (Lat: 41.847036,  Lng: -87.942439),  Route carried "under" structure: Other road 1453,  Year Built: 1958,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 18,600 (year 2005),  Truck Traffic: 6%,  Features Intersected: 22ND ST,  Facility Carried by Structure: I-88 WB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 3.347,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 22993722218,  Location: 0.2M.E YORK RD. (Lat: 41.853556,  Lng: -87.932544),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 61,250 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-88 E-W TOLL ROAD
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 22.283,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)