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Bridge Statistics for Bridgeview, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Bridgeview, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 85 meters (279ft) Total costs: $3,402,000 Total average daily traffic: 575,850 Total average daily truck traffic: 63,538 National Bridge Inventory (NBI) Registered Bridges for Bridgeview
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 16032004063, Location: 0.6 M N I-294 (Lat: 41.719250, Lng: -87.798567), Route carried "on" structure: State highway 43, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 44,100 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 62,910 (year 2021), Design Load: HS 20, Features Intersected: US 12,20 (95TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.829, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.3m (86.3ft), Skew: 38 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 26.3m (86.3ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 16032104064, Location: 0.1 S 95TH ST (Lat: 41.717208, Lng: -87.798514), Route carried "on" structure: State highway 43, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 44,100 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 62,910 (year 2021), Design Load: HS 20, Features Intersected: RR - CSXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.556, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 16051904193, Location: 0.6 M W IL 43 (Lat: 41.747881, Lng: -87.809450), Route carried "on" structure: Other road 1548, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 32,300 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 41,310 (year 2021), Design Load: HS 20, Features Intersected: RR - CSXT, Facility Carried by Structure: 79TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.9m (62.0ft), 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: 21.2m (69.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 16101026414, Location: 0.1 M NW IL 43 (Lat: 41.713064, Lng: -87.798356), Route carried "on" structure: State highway 43, Year Built: 1961, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 22,050 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 31,455 (year 2021), Design Load: HS 20, Features Intersected: RR - CSXT & RICHARD, Facility Carried by Structure: US 12,20 EB RMP IL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.137, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16324322076, Location: 0.6M.W.OF IL-43 (Lat: 41.733389, Lng: -87.810478), Route carried "on" structure: Other road 1558, Year Built: 1971, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 22,500 (year 2002), Average Future Daily Traffic: 23,000 , Design Load: HS 20, Features Intersected: B&O,IHB RR, Facility Carried by Structure: 87TH ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.443, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Very 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: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 16982803938, Location: 0.7 M NW ILL 43 P19 (Lat: 41.718575, Lng: -87.806356), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 71,250 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 95,200 (year 2021), Features Intersected: US12,20 (95TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.959, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16982903939, Location: 0.7 M NW ILL 43 P19 (Lat: 41.718758, Lng: -87.806475), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 71,250 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 95,200 (year 2021), Features Intersected: US 12,20 (95TH ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.975, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 88.2 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: Somewhat better than minimum adequacy, 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: June 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1698300394, Location: 0.7 M NW ILL 7 P19 (Lat: 41.712094, Lng: -87.798317), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 57,050 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 78,330 (year 2021), Features Intersected: ILL 43 (HARLEM AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.940, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.9 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 desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,134,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,701,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16983103941, Location: 0.7 M NW ILL 7 P19 (Lat: 41.712006, Lng: -87.798317), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 57,050 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 78,330 (year 2021), Features Intersected: ILL 43 (HARLEM AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.956, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 63.9 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 desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,134,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,701,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16043623137, Location: 0.2 M W IL 43 (Lat: 41.718936, Lng: -87.801472), Route carried "under" structure: US 12, Year Built: 1961, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 33,000 (year 2006), Truck Traffic: 6%, Features Intersected: US 12,20 (95TH ST), Facility Carried by Structure: RR - CSXT Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 110.973, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.6m (80.7ft) Find on map >>
Structure Number: 16982903939, Location: 0.7 M NW ILL 43 P19 (Lat: 41.718758, Lng: -87.806475), Route carried "under" structure: US 12, Year Built: 1958, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 33,000 (year 2006), Truck Traffic: 6%, Features Intersected: US 12,20 (95TH ST), Facility Carried by Structure: I-294 WB Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 110.619, Lanes on structure: 3, Lanes under structure: 5, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 1698300394, Location: 0.7 M NW ILL 7 P19 (Lat: 41.712094, Lng: -87.798317), Route carried "under" structure: State highway 43, Year Built: 1958, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 44,100 (year 2007), Truck Traffic: 9%, Features Intersected: ILL 43 (HARLEM AVE), Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 2.296, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: 16983103941, Location: 0.7 M NW ILL 7 P19 (Lat: 41.712006, Lng: -87.798317), Route carried "under" structure: State highway 43, Year Built: 1958, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 44,100 (year 2007), Truck Traffic: 9%, Features Intersected: ILL 43 (HARLEM AVE), Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 22.944, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Discuss this city on our hugely popular Illinois forum Back to: Bridgeview, IL, Illinois, All US cities.
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