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

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Structure Number: 22003305521,  Location: 0.5 M S I-88 (Lat: 41.801008,  Lng: -88.077522),  Route carried "on" structure: US 34,  Year Built: 1960,  Status: Open,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 32,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,120 (year 2021),  Design Load: HS 20,  Features Intersected: IL 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 316.619,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  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: 21.9m (71.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $242,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22003405522,  Location: 0.25 M E OF IL 53 (Lat: 41.801778,  Lng: -88.069586),  Route carried "on" structure: US 34,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 32,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,120 (year 2021),  Design Load: HS 20,  Features Intersected: ST JOSEPH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.359,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22008205593,  Location: 0.2 M N OF US 34 (Lat: 41.802906,  Lng: -88.077669),  Route carried "on" structure: State highway 53,  Year Built: 1932,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 22,800 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,505 (year 2021),  Design Load: H 15,  Features Intersected: ST JOSEPH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.530,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22014802574,  Location: 0.2 M W IL 53 (Lat: 41.800528,  Lng: -88.082222),  Route carried "on" structure: US 34,  Year Built: 1982,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 34,400 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,635 (year 2021),  Design Load: HS 20,  Features Intersected: E BR DU PAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 316.313,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22018433231,  Route carried "on" structure: Interstate 355,  Year Built: 1988,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 92,800 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 93,100 (year 2021),  Design Load: HS 20,  Features Intersected: LACEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.631,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2230030556,  Location: 0.3 MI W IL 53 (Lat: 41.808486,  Lng: -88.080767),  Route carried "on" structure: Other road 1479,  Year Built: 1946,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,130 (year 2020),  Design Load: HS 20,  Features Intersected: E.BRANCH DU PAGE RV,  Facility Carried by Structure: WARRENVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.348,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22301705602,  Location: 0.3 MI S OF US 34 (Lat: 41.794936,  Lng: -88.090922),  Route carried "on" structure: Other road 2568,  Year Built: 1967,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 8,900 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,000 ,  Design Load: HS 20,  Features Intersected: BN RR,  Facility Carried by Structure: YACKLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22500122216,  Location: 0.4M.S.OF OGDEN AVE. (Lat: 41.793453,  Lng: -88.090842),  Route carried "on" structure: Other road 2568,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 17,800 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,000 (year 2020),  Design Load: HS 20,  Features Intersected: ROTT CREEK,  Facility Carried by Structure: YACKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22665027061,  Location: 800 FT W ROUTE 53 (Lat: 41.792378,  Lng: -88.078108),  Route carried "on" structure: City street 3052,  Year Built: 1974,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 309 (year 1998),  Average Future Daily Traffic: 1,000 ,  Design Load: HS 15,  Features Intersected: E BRANCH DU PAGE RIV,  Facility Carried by Structure: SHORT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 17.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.4 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $327,000 ( Estimate for 2001),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22665127774,  Location: 0.2 MI W OF MAIN ST (Lat: 41.801964,  Lng: -88.069636),  Route carried "on" structure: City street 1013,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 309 (year 1998),  Average Future Daily Traffic: 1,000 ,  Features Intersected: ST.JOSEPH CREEK,  Facility Carried by Structure: CENTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 33.3 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: Equal to present minimum criteria,  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,  Inspection Date: June 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22665227775,  Location: 600 FT N OF US 34 (Lat: 41.800892,  Lng: -88.081378),  Route carried "on" structure: City street 1003,  Year Built: 1967,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 309 (year 1998),  Average Future Daily Traffic: 1,000 ,  Features Intersected: ST.JOSEPH CREEK,  Facility Carried by Structure: DOMOULIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22665529926,  Location: .30 M N OF OGDEN AV (Lat: 41.805231,  Lng: -88.075006),  Route carried "on" structure: Other road 2579,  Year Built: 1991,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 8,500 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,500 ,  Design Load: HS 20+Mod,  Features Intersected: ST JOESEPH CREEK,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22665628417,  Location: 900'W OF IL53 (Lat: 41.797364,  Lng: -88.080697),  Route carried "on" structure: Other road 1492,  Year Built: 1989,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 2,050 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,000 (year 2020),  Design Load: HS 20,  Features Intersected: E BRANCH DUPAGE R,  Facility Carried by Structure: BURLINGTON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  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: 12.8m (42.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2005,  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: 22991905631,  Location: 0.4 W NAPERVILLE RD (Lat: 41.806006,  Lng: -88.124164),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 69,900 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,080 (year 2020),  Design Load: HS 20,  Features Intersected: I-88 EB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 204.729,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.2 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: 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: 22992205634,  Location: 0.9 M W OF ILL 53 (Lat: 41.805517,  Lng: -88.091283),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: YACKLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.416,  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 continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 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: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: 22992305635,  Location: 0.9M W OF ILL 53 (Lat: 41.805808,  Lng: -88.091294),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: YACKLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 207.432,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.9 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: Meets minimum limits,  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,  Membrane: Built-up

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Structure Number: 22992405636,  Location: 0.3M.W.IL-53 (Lat: 41.807156,  Lng: -88.081403),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: E BR DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.301,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  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,  Membrane: Built-up

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Structure Number: 22992505637,  Location: 0.3M.W.IL-53 (Lat: 41.807233,  Lng: -88.081233),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: E BR DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22992605638,  Location: 0.2M.W.IL-53 (Lat: 41.808167,  Lng: -88.078753),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: WARRENVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.510,  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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22992705639,  Location: 0.2M.W.IL-53 (Lat: 41.808233,  Lng: -88.079047),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 76,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 92,610 (year 2020),  Design Load: HS 20,  Features Intersected: WARRENVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 208.526,  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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22997521971,  Location: 0.9M.E.OF I-355 (Lat: 41.808319,  Lng: -88.052339),  Route carried "on" structure: Other road 1479,  Year Built: 1989,  Status: Open,  Structure Length: 24.26m (79.59ft),  Average Daily Traffic: 10,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,130 (year 2021),  Design Load: HS 20,  Features Intersected: I-355 & RAMPS,  Facility Carried by Structure: WARRENVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.424,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22997820861,  Location: 1.0M.E.OF IL-53 (Lat: 41.803261,  Lng: -88.057736),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 128,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 150,080 (year 2025),  Features Intersected: US-34 OGDEN AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.890,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 43.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $526,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22997919536,  Location: 1M.E.OF IL-53 (Lat: 41.796347,  Lng: -88.056775),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 128,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 130,000 (year 2025),  Features Intersected: BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.086,  Lanes on structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 50.2m (164.7ft),  Out-to-Out Width: 51.7m (169.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $521,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $625,000,  Deck Structure Type: Other

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Structure Number: 22998613463,  Location: 1.5M.E.OF IL-53 (Lat: 41.736089,  Lng: -88.034619),  Route carried "on" structure: Other road 1551,  Year Built: 1989,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 10,900 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,040 (year 2021),  Features Intersected: I-355,  Facility Carried by Structure: 83RD.ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.349,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 4.3m (14.1ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 22003305521,  Location: 0.5 M S I-88 (Lat: 41.801008,  Lng: -88.077522),  Route carried "under" structure: State highway 53,  Year Built: 1960,  Structure Length: 4.67m (15.32ft),  Average Daily Traffic: 25,600 (year 2007),  Truck Traffic: 8%,  Features Intersected: IL 53,  Facility Carried by Structure: US 34
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 80.305,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 22008323707,  Location: .2M S OF US34 (Lat: 41.797083,  Lng: -88.077225),  Route carried "under" structure: State highway 53,  Year Built: 1934,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 12,800 (year 2007),  Truck Traffic: 8%,  Features Intersected: ILL RTE 53,  Facility Carried by Structure: BN RR
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 79.903,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 2299180563,  Location: 0.4 W NAPERVILLE RD (Lat: 41.805789,  Lng: -88.124175),  Route carried "under" structure: Ramp Interstate 88,  Year Built: 1958,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,800 (year 2006),  Features Intersected: I-88 EB OFF RAMP
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 22991905631,  Location: 0.4 W NAPERVILLE RD (Lat: 41.806006,  Lng: -88.124164),  Route carried "under" structure: Ramp Interstate 88,  Year Built: 1958,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,800 (year 2006),  Features Intersected: I-88 EB OFF RAMP
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 22992005632,  Location: 2.4M.W.IL-53 (Lat: 41.805919,  Lng: -88.119150),  Route carried "under" structure: Other road 856,  Year Built: 1958,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 30,200 (year 2005),  Truck Traffic: 7%,  Features Intersected: NAPERVILLE RD,  Facility Carried by Structure: EW TOLL EB I-88
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 6.162,  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: 21.6m (70.9ft)

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Structure Number: 22992105633,  Location: 2.2M W OF ILL 53 (Lat: 41.805631,  Lng: -88.119319),  Route carried "under" structure: Other road 856,  Year Built: 1958,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 30,200 (year 2005),  Truck Traffic: 7%,  Features Intersected: NAPERVILLE ROAD,  Facility Carried by Structure: I-88 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 6.211,  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: 21.6m (70.9ft)

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Structure Number: 22992205634,  Location: 0.9 M W OF ILL 53 (Lat: 41.805517,  Lng: -88.091283),  Route carried "under" structure: Other road 2568,  Year Built: 1958,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,550 (year 2005),  Truck Traffic: 4%,  Features Intersected: YACKLEY AVENUE,  Facility Carried by Structure: I-88 EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 22992305635,  Location: 0.9M W OF ILL 53 (Lat: 41.805808,  Lng: -88.091294),  Route carried "under" structure: Other road 2568,  Year Built: 1958,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 6,550 (year 2005),  Truck Traffic: 4%,  Features Intersected: YACKLEY AVENUE,  Facility Carried by Structure: I-88 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 22992605638,  Location: 0.2M.W.IL-53 (Lat: 41.808167,  Lng: -88.078753),  Route carried "under" structure: Other road 1479,  Year Built: 1958,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: WARRENVILLE ROAD,  Facility Carried by Structure: I-88 EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 9.509,  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: 18.6m (61.0ft)

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Structure Number: 22992705639,  Location: 0.2M.W.IL-53 (Lat: 41.808233,  Lng: -88.079047),  Route carried "under" structure: Other road 1479,  Year Built: 1958,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 5,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: WARRENVILLE ROAD,  Facility Carried by Structure: I-88 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 9.477,  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: 18.6m (61.0ft)

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Structure Number: 2299772085,  Location: 1M.E.OF IL-53 (Lat: 41.803433,  Lng: -88.056600),  Route carried "under" structure: US 34,  Year Built: 1989,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 32,400 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-34 OGDEN AVE.,  Facility Carried by Structure: I-355NB TO I-88EB
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 318.453,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 22997820861,  Location: 1.0M.E.OF IL-53 (Lat: 41.803261,  Lng: -88.057736),  Route carried "under" structure: US 34,  Year Built: 1989,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 32,400 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-34 OGDEN AVE.,  Facility Carried by Structure: I-355
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 318.357,  Lanes on structure: 7,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)