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

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Structure Number: 22006405554,  Location: 0.5 M E OF I-290 (Lat: 41.971133,  Lng: -88.013250),  Route carried "on" structure: State highway 19,  Year Built: 1925,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15,200 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,570 (year 2020),  Features Intersected: NORDIC SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.783,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.2 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: January 2008

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Structure Number: 22009126661,  Location: 3.5 M W IL 83 (Lat: 41.971969,  Lng: -88.024569),  Route carried "on" structure: State highway 19,  Year Built: 1971,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 15,200 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,570 (year 2021),  Design Load: HS 20,  Features Intersected: I-290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.705,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 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: 31.4m (103.0ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22009326663,  Location: 0.2 M S OF IL 19 (Lat: 41.964275,  Lng: -88.025692),  Route carried "on" structure: Interstate 290,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 106,050 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 139,440 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.507,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 84.6 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,  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: Other

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Structure Number: 22010826678,  Location: 0.7 M N OF IL 19 (Lat: 41.985392,  Lng: -88.023214),  Route carried "on" structure: Other road 345,  Year Built: 1970,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 87,100 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 80,550 (year 2021),  Design Load: HS 20,  Features Intersected: I-290, IL 53,  Facility Carried by Structure: THORNDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.312,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 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: Somewhat better than minimum adequacy,  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

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Structure Number: 2201102668,  Location: 1.3 M N OF IL 19 (Lat: 41.992608,  Lng: -88.023514),  Route carried "on" structure: Other road 1346,  Year Built: 1971,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 19,500 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,590 (year 2021),  Design Load: HS 20,  Features Intersected: I-290, IL 53,  Facility Carried by Structure: DEVON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.956,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 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: Equal to present minimum 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2231023112,  Location: 0.4 MI N OF IL-19 (Lat: 41.972069,  Lng: -87.998142),  Route carried "on" structure: Other road 2635,  Year Built: 1994,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 13,200 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,960 (year 2020),  Design Load: HS 20,  Features Intersected: SPRINGBROOK,  Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.0m (78.7ft)

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: 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: 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: 22660127773,  Location: 300 FT SOUTH ILL 19 (Lat: 41.969778,  Lng: -88.015628),  Route carried "on" structure: City street 2020,  Year Reconstructed: 1972,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 509 (year 1998),  Average Future Daily Traffic: 611 (year 2021),  Design Load: HS 15,  Features Intersected: SPRING BROOK,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 11.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 22009126661,  Location: 3.5 M W IL 83 (Lat: 41.971969,  Lng: -88.024569),  Route carried "under" structure: Interstate 290,  Year Built: 1971,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 106,050 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-290,  Facility Carried by Structure: IL 19
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.606,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 22010726677,  Location: 0.1 M N IL 19 (Lat: 41.973325,  Lng: -88.024292),  Route carried "under" structure: Interstate 290,  Year Built: 1970,  Structure Length: 6.62m (21.72ft),  Average Daily Traffic: 106,050 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-290,  Facility Carried by Structure: RR - METRA
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 9.445,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 22010826678,  Location: 0.7 M N OF IL 19 (Lat: 41.985392,  Lng: -88.023214),  Route carried "under" structure: Interstate 290,  Year Built: 1970,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 88,450 (year 2006),  Truck Traffic: 12%,  Features Intersected: I-290, IL 53,  Facility Carried by Structure: THORNDALE RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 8.077,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)