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

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Structure Number: 16086804481,  Location: 0.5 M W US 45 (Lat: 41.834008,  Lng: -87.883414),  Route carried "on" structure: Other road 1467,  Year Built: 1927,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 24,600 (year 2002),  Average Future Daily Traffic: 32,130 (year 2021),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: 31ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.944,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  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: 16096226416,  Location: 0.8 M E US 45 (Lat: 41.863522,  Lng: -87.866217),  Route carried "on" structure: Other road 347,  Year Built: 1938,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 28,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,440 (year 2021),  Features Intersected: RR - IHB & GARDNER,  Facility Carried by Structure: ROOSEVELT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.296,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 26.09m (85.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $7,529,000,  Roadway Improvement Cost: $753,000,  Total Project Cost: $11,294,000 ( Estimate for 2000),  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: 16276133166,  Location: 3.7 M W IL 43 (Lat: 41.870519,  Lng: -87.878242),  Route carried "on" structure: Other road 2713,  Year Built: 2002,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 3,300 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,750 (year 2021),  Design Load: HS 20,  Features Intersected: I-290 IKE,  Facility Carried by Structure: WESTCHESTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  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: 16278934381,  Location: 0.6 M E US 45 (Lat: 41.863550,  Lng: -87.872167),  Route carried "on" structure: Other road 347,  Year Built: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 28,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,000 ,  Design Load: HS 20,  Features Intersected: ADDISON CREEK,  Facility Carried by Structure: ROOSEVELT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 7.0m (23.0ft),  Right: 7.0m (23.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16310604555,  Location: 0.2 M S ROOSEVELTP20 (Lat: 41.859775,  Lng: -87.866011),  Route carried "on" structure: Other road 1005,  Year Built: 1957,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,559 (year 2020),  Design Load: HS 20,  Features Intersected: ADDISON CR,  Facility Carried by Structure: GARDNER RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16323118343,  Location: 3.5 MI W.OF ILL 43 (Lat: 41.870633,  Lng: -87.872453),  Route carried "on" structure: City street 3023,  Year Built: 1952,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 209 (year 1998),  Average Future Daily Traffic: 251 (year 2020),  Design Load: HS 20,  Features Intersected: ADDISON CREEK,  Facility Carried by Structure: WEDGEWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Bituminous

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Structure Number: 16816527716,  Location: E OF US 45 P20 (Lat: 41.866383,  Lng: -87.873328),  Route carried "on" structure: City street 3021,  Year Built: 1930,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 209 (year 1998),  Average Future Daily Traffic: 251 (year 2020),  Features Intersected: ADDISON CR,  Facility Carried by Structure: GLADSTONE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16063104288,  Location: 0.8 M E US 45 (Lat: 41.849033,  Lng: -87.867289),  Route carried "under" structure: City street 1011,  Year Built: 1961,  Structure Length: 19.45m (63.81ft),  Average Daily Traffic: 2,009 (year 2000),  Features Intersected: RR - IHB & GARDNER,  Facility Carried by Structure: CERMAK RD (22ND ST
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.066,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.5m (90.2ft)

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Structure Number: 16096226416,  Location: 0.8 M E US 45 (Lat: 41.863522,  Lng: -87.866217),  Route carried "under" structure: Other road 1005,  Year Built: 1938,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 8%,  Features Intersected: RR - IHB & GARDNER,  Facility Carried by Structure: ROOSEVELT RD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 16201926421,  Location: 0.4 M E US 45 P20 (Lat: 41.863433,  Lng: -87.875944),  Route carried "under" structure: Other road 347,  Year Built: 1967,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 28,000 (year 2006),  Truck Traffic: 6%,  Features Intersected: ROOSEVELT RD,  Facility Carried by Structure: CC RR
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.362,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 16276133166,  Location: 3.7 M W IL 43 (Lat: 41.870519,  Lng: -87.878242),  Route carried "under" structure: Interstate 290,  Year Built: 2002,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 97,250 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-290 IKE,  Facility Carried by Structure: WESTCHESTER BLVD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 28.576,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 16276133166,  Location: 3.7 M W IL 43 (Lat: 41.870519,  Lng: -87.878242),  Route carried "under" structure: Interstate 290,  Year Built: 2002,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 59,300 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-290 IKE,  Facility Carried by Structure: WESTCHESTER BLVD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 16310504554,  Location: 0.15 S ROOSEVELT P2 (Lat: 41.860339,  Lng: -87.866033),  Route carried "under" structure: Other road 1005,  Year Built: 1900,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 8%,  Features Intersected: GARDNER RD,  Facility Carried by Structure: CC RR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 3.041,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.0m (59.1ft)