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

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Structure Number: 22005405542,  Location: 2.0 M E IL 59 (Lat: 41.825233,  Lng: -88.179819),  Route carried "on" structure: State highway 56,  Year Built: 1948,  Year Reconstructed: 1980,  Status: Temporarily open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 14,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,520 (year 2021),  Design Load: HS 20,  Features Intersected: W BR DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.001,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Critical,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: Satisfactory,  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 replacement,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $743,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22016524871,  Location: 0.25 M N OF IL 56 (Lat: 41.823886,  Lng: -88.202831),  Route carried "on" structure: State highway 59,  Year Built: 1990,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 38,900 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 46,845 (year 2021),  Features Intersected: FERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.221,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007

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Structure Number: 22302405609,  Location: 0.1 MI N BATAVIA RD (Lat: 41.830442,  Lng: -88.190236),  Route carried "on" structure: City street 2000,  Year Built: 1930,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 509 (year 2000),  Truck Traffic: 12%,  Average Future Daily Traffic: 600 (year 2021),  Features Intersected: WEST BR DUPAGE R,  Facility Carried by Structure: WILLIAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22302705612,  Location: 0.2 MI E IL 59 (Lat: 41.842200,  Lng: -88.193375),  Route carried "on" structure: Other road 3818,  Year Built: 1954,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 4,200 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2020),  Design Load: HS 20,  Features Intersected: W BRANCH DU PAGE RV,  Facility Carried by Structure: MACK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 34.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22304301958,  Location: 0.2M W OF WINFIELD R (Lat: 41.817544,  Lng: -88.171653),  Route carried "on" structure: Other road 1479,  Year Built: 1984,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 11,300 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,000 ,  Design Load: HS 20,  Features Intersected: W.BR.OF DUPAGE RIVER,  Facility Carried by Structure: WARRENVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.673,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 22304832956,  Location: 0.2 MI E OF RIVER RD (Lat: 41.807125,  Lng: -88.175278),  Route carried "on" structure: County highway 3,  Year Built: 1998,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 16,800 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,211 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: WB DUPAGE RIVER,  Facility Carried by Structure: FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 22310131263,  Location: 0.6 MI W WINFIELD RD (Lat: 41.805081,  Lng: -88.177664),  Route carried "on" structure: Other road 1485,  Year Built: 1990,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 8,400 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,100 (year 2020),  Design Load: HS 20,  Features Intersected: W. BR. DUPAGE RIVER,  Facility Carried by Structure: DIEHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.455,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.1m (65.9ft)

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

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Structure Number: 22310731265,  Location: 0.2 MI E RAYMOND DR (Lat: 41.803553,  Lng: -88.186269),  Route carried "on" structure: Other road 1485,  Year Built: 1992,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 8,400 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,100 (year 2020),  Design Load: HS 20,  Features Intersected: FERRY CREEK,  Facility Carried by Structure: DIEHL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.698,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Channel: Satisfactory,  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,  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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22017230704,  Location: .25MI N.OF DIEHL RD (Lat: 41.806211,  Lng: -88.167169),  Route carried "under" structure: Other road 2543,  Year Built: 1992,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: WINFIELD RD,  Facility Carried by Structure: I-88 EB
Minimum Vertical Clearance: 3.04m (9.97ft),  Kilometerpoint: 9.429,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22017330705,  Location: .25MI N.OF DIEHL RD (Lat: 41.806750,  Lng: -88.167183),  Route carried "under" structure: Other road 2543,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 24,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: WINFIELD ROAD,  Facility Carried by Structure: I-88 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.364,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 22311733617,  Location: .1 MI W IL59 (Lat: 41.810411,  Lng: -88.209247),  Route carried "under" structure: Other road 1481,  Year Built: 2004,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,600 (year 2005),  Truck Traffic: 7%,  Features Intersected: FERRY ROAD,  Facility Carried by Structure: ILL.PRAIRIE PATH B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 52.9m (173.6ft)