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Bridge Statistics for Downers Grove, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Downers Grove, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 229 meters (751ft) Total costs: $3,374,000 Total average daily traffic: 943,268 Total average daily truck traffic: 75,034 National Bridge Inventory (NBI) Registered Bridges for Downers Grove
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: 22005705545, Location: 0.34 M E IL 53 (Lat: 41.831556, Lng: -88.047881), Route carried "on" structure: State highway 56, Year Built: 1973, Year Reconstructed: 1991, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 20,800 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 54,810 (year 2021), Design Load: HS 20, Features Intersected: E BR DUPAGE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.184, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22007105579, Location: 1 MI S OF US 34 (Lat: 41.792108, Lng: -88.037831), Route carried "on" structure: Other road 2590, Year Built: 1977, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,800 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 23,355 (year 2021), Design Load: HS 20, Features Intersected: ST JOSEPH CR, Facility Carried by Structure: BELMONT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.700, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: November 2006, Underwater Inspection Date: October 2002, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $417,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22022018919, Location: 1 M E OF IL 53 (Lat: 41.834981, Lng: -88.028778), Route carried "on" structure: State highway 56, Year Built: 1988, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 51,400 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 54,810 (year 2021), Design Load: HS 20, Features Intersected: I-355 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.857, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 41.5m (136.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 22635029297, Location: 0.3 MI S 63RD ST (Lat: 41.768819, Lng: -88.031675), Route carried "on" structure: Other road 2593, Year Built: 1973, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 17,200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 14,580 (year 2021), Design Load: HS 20, Features Intersected: PRENTISS CREEK, Facility Carried by Structure: WOODWARD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 30.2m (99.1ft) Condition: Channel: Good, Culverts: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000 ( Estimate for 2000), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22635129298, Location: .3 MI E WOODWARD AVE (Lat: 41.769269, Lng: -88.025914), Route carried "on" structure: Other road 1523, Year Built: 1973, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2021), Design Load: HS 20, Features Intersected: PRENTISS CREEK, Facility Carried by Structure: PRENTISS DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Channel: Good, Culverts: 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: Better than 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: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22635229299, Location: 400 FT S BN RR (Lat: 41.794825, Lng: -88.027708), Route carried "on" structure: Other road 2597, Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 1,000 (year 2020), Features Intersected: ST. JOSEPH CREEK, Facility Carried by Structure: LEE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Channel: Good, Culverts: 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: 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: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226353293, Location: .1 MI S B N RR (Lat: 41.794700, Lng: -88.019058), Route carried "on" structure: City street 2100, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 309 (year 1998), Average Future Daily Traffic: 371 (year 2021), Features Intersected: ST.JOSEPH CREEK, Facility Carried by Structure: BROOKBANK AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22635429301, Location: 400 FT S GILBERT (Lat: 41.794444, Lng: -88.026028), Route carried "on" structure: City street 2300, Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 209 (year 1998), Average Future Daily Traffic: 251 (year 2021), Features Intersected: ST.JOSEPH CREEK, Facility Carried by Structure: JACQUELINE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 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: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22996620837, Location: 0.02M.N.OF OGDEN (Lat: 41.819969, Lng: -88.028211), Route carried "on" structure: Interstate 355, Year Built: 1989, Status: Open, Structure Length: 16.03m (52.59ft), Average Daily Traffic: 92,800 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 93,100 (year 2020), Features Intersected: FINLEY & RAMP TO I88 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.318, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 41.5m (136.2ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 42.5m (139.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2299682107, Location: 0.05M.N.OF US-34 (Lat: 41.809714, Lng: -88.046225), Route carried "on" structure: Other road 2590, Year Built: 1989, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 19,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,790 (year 2021), Features Intersected: I-88 & I-355, Facility Carried by Structure: FINLEY RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.753, Lanes on structure: 2, Lanes under structure: 14, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.6m (159.4ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.62m (57.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,684,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,526,000, Deck Structure Type: Other Find on map >>
Structure Number: 22998019587, Location: 1M.E.OF IL-53 (Lat: 41.793586, Lng: -88.056903), Route carried "on" structure: Interstate 355, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 128,200 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 150,080 (year 2021), Features Intersected: HITCHCOCK AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.668, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 44.9m (147.3ft), Out-to-Out Width: 46.4m (152.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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: June 2006, Deck Structure Type: Other Find on map >>
Structure Number: 22998113032, Location: 1M.E.OF IL-53 (Lat: 41.786089, Lng: -88.055744), Route carried "on" structure: Other road 1487, Year Built: 1989, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 18,400 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 29,835 (year 2021), Features Intersected: I-355, Facility Carried by Structure: MAPLE AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.916, Lanes on structure: 8, Lanes under structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2299821962, Location: 1M.E.OF IL-53 (Lat: 41.775836, Lng: -88.049081), Route carried "on" structure: Interstate 355, Year Built: 1989, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 120,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 125,000 , Features Intersected: JACKSON AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.463, Lanes on structure: 9, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 51.8m (169.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 51.1m (167.7ft), Out-to-Out Width: 52.6m (172.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 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: 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 Find on map >>
Structure Number: 22015407362, Location: 0.48 M N OF I-88 (Lat: 41.835447, Lng: -88.011086), Route carried "under" structure: State highway 56, Year Built: 1987, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 51,400 (year 2007), Truck Traffic: 7%, Features Intersected: IL 56 (BUTTERFIELD), Facility Carried by Structure: HIGHLAND AVE Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 40.241, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.9m (45.6ft) Find on map >>
Structure Number: 22022018919, Location: 1 M E OF IL 53 (Lat: 41.834981, Lng: -88.028778), Route carried "under" structure: Interstate 355, Year Built: 1988, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 46,400 (year 2006), Truck Traffic: 7%, Features Intersected: I-355, Facility Carried by Structure: IL 56 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 36.701, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 22996620837, Location: 0.02M.N.OF OGDEN (Lat: 41.819969, Lng: -88.028211), Route carried "under" structure: Other road 2590, Year Built: 1989, Structure Length: 16.03m (52.59ft), Average Daily Traffic: 19,500 (year 2005), Truck Traffic: 3%, Features Intersected: FINLEY & RAMP TO I88, Facility Carried by Structure: I-355 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 7.224, Lanes on structure: 7, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.4m (185.0ft) Find on map >>
Structure Number: 22996720845, Location: 0.02M.N.OF OGDEN AVE (Lat: 41.819458, Lng: -88.028714), Route carried "under" structure: Other road 2590, Year Built: 1989, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 19,500 (year 2005), Truck Traffic: 3%, Features Intersected: FINLEY RD., Facility Carried by Structure: I-355 TO I-88 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 7.289, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 22997022007, Location: 0.8M.E.OF IL-53 (Lat: 41.824419, Lng: -88.028319), Route carried "under" structure: Interstate 355, Year Built: 1989, Structure Length: 61.60m (202.10ft), Average Daily Traffic: 92,800 (year 2006), Truck Traffic: 7%, Features Intersected: I-355 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 35.543, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 51.2m (168.0ft) Find on map >>
Structure Number: 22997122008, Location: 0.8M.E.OF IL-53 (Lat: 41.824714, Lng: -88.028331), Route carried "under" structure: Interstate 355, Year Built: 1989, Structure Length: 59.86m (196.39ft), Average Daily Traffic: 92,800 (year 2006), Truck Traffic: 7%, Features Intersected: I-355 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 35.575, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.9m (163.7ft) Find on map >>
Structure Number: 22998019587, Location: 1M.E.OF IL-53 (Lat: 41.793586, Lng: -88.056903), Route carried "under" structure: Other road 1497, Year Built: 1989, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 6%, Features Intersected: HITCHCOCK AVE., Facility Carried by Structure: I-355 Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.402, Lanes on structure: 7, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 22998113032, Location: 1M.E.OF IL-53 (Lat: 41.786089, Lng: -88.055744), Route carried "under" structure: Interstate 355, Year Built: 1989, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 128,200 (year 2006), Truck Traffic: 10%, Features Intersected: I-355, Facility Carried by Structure: MAPLE AVE. Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 29.831, Lanes on structure: 8, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 33.8m (110.9ft) Discuss this city on our hugely popular Illinois forum Back to: Downers Grove, IL, Illinois, All US cities.
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