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Bridge Statistics for Lombard, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lombard, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 135 meters (443ft) Total costs: $3,012,000 Total average daily traffic: 1,018,018 Total average daily truck traffic: 68,925 National Bridge Inventory (NBI) Registered Bridges for Lombard
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 22007605587, Location: 0.8 M S OF IL 64 (Lat: 41.892703, Lng: -88.032778), Route carried "on" structure: State highway 53, Year Built: 1936, Year Reconstructed: 1968, Status: Open, Structure Length: 5.25m (17.22ft), Average Daily Traffic: 15,400 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 28,350 (year 2021), Design Load: HS 20, Features Intersected: GREAT NORTHERN TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.791, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.37m (20.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,254,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,881,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22015407362, Location: 0.48 M N OF I-88 (Lat: 41.835447, Lng: -88.011086), Route carried "on" structure: Other road 2615, Year Built: 1987, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 13,300 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,200 (year 2021), Design Load: HS 20, Features Intersected: IL 56 (BUTTERFIELD), Facility Carried by Structure: HIGHLAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 4.9m (16.1ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 36.7m (120.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, 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: 2230250561, Location: N ILL 38, W ILL 53 (Lat: 41.883272, Lng: -88.036572), Route carried "on" structure: Other road 1431, Year Built: 1956, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 371 (year 2021), Design Load: H 20, Features Intersected: EAST BR DUPAGE R, Facility Carried by Structure: HILL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.937, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: June 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 22304230262, Location: 0.1 M W IL 53 (Lat: 41.884000, Lng: -88.035914), Route carried "on" structure: Other road 1409, Year Built: 1984, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 3,500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2020), Features Intersected: E BR DU PAGE RIVER, Facility Carried by Structure: CRESCENT BOULEVARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22995514468, Location: 0.17M.W. OF IL-53 (Lat: 41.888933, Lng: -88.037128), Route carried "on" structure: Other road 1397, Year Built: 1989, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 16,100 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 20,115 (year 2021), Features Intersected: I-355, Facility Carried by Structure: ST. CHARLES RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.830, Lanes on structure: 4, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), 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, 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: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 22995701538, Location: 0.27S.ST.CHARLES RD. (Lat: 41.884161, Lng: -88.034314), Route carried "on" structure: Other road 1409, Year Built: 1988, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 3,500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2021), Features Intersected: I-355 & IL-53, Facility Carried by Structure: CRECENT BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.8m (42.0ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2006, Bridge Improvement Cost: $754,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,131,000, 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: 22995912996, Location: .34 S.ST.CHARLES RD. (Lat: 41.883836, Lng: -88.034094), Route carried "on" structure: Other road 1431, Year Built: 1988, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 3,900 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 371 (year 2021), Features Intersected: I-355 & IL-53, Facility Carried by Structure: HILL AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.130, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 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, Underclear: Meets minimum limits, 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: 22996318668, Location: 0.7M.N.OF IL-56 (Lat: 41.852439, Lng: -88.038253), Route carried "on" structure: Interstate 355, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 97,700 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 148,960 (year 2021), Features Intersected: OAK CREEK DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.873, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 37.5m (123.0ft), 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: 36.6m (120.1ft), Out-to-Out Width: 38.7m (127.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 22996418669, Location: 0.6M.N.OFIL-56 (Lat: 41.848222, Lng: -88.031603), Route carried "on" structure: Interstate 355, Year Built: 1989, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 97,700 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 148,960 (year 2021), Features Intersected: FOXWORTHBLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.182, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 46.0m (150.9ft), 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: 45.1m (148.0ft), Out-to-Out Width: 47.2m (154.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Equal to present minimum 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: 22013023701, Location: 0.27 S ST CHARLES RD (Lat: 41.883622, Lng: -88.033483), Route carried "under" structure: State highway 53, Year Built: 1900, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 6%, Features Intersected: ILL RTE 53, Facility Carried by Structure: C&NW RR Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 91.729, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 22994323689, Location: 1.2 M S OF ILL 64 (Lat: 41.886817, Lng: -88.018333), Route carried "under" structure: Other road 2611, Year Built: 1900, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 17,500 (year 2005), Truck Traffic: 4%, Features Intersected: MAIN STREET, Facility Carried by Structure: C&NW. R.R. Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 1.995, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 9.8m (32.2ft) Find on map >>
Structure Number: 22995123713, Location: 0.5 M N IL 64 (Lat: 41.913919, Lng: -88.025164), Route carried "under" structure: Other road 2604, Year Built: 1900, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,900 (year 2005), Truck Traffic: 11%, Features Intersected: LOMBARD AVENUE, Facility Carried by Structure: CC RR Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 3.685, Lanes under structure: 2, Material/Design: Wood or Timber, Length of Maximum Span: 6.1m (20.0ft) Find on map >>
Structure Number: 22995514468, Location: 0.17M.W. OF IL-53 (Lat: 41.888933, Lng: -88.037128), Route carried "under" structure: Interstate 355, Year Built: 1989, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 131,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-355, Facility Carried by Structure: ST. CHARLES RD. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 43.459, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 22995701538, Location: 0.27S.ST.CHARLES RD. (Lat: 41.884161, Lng: -88.034314), Route carried "under" structure: Interstate 355, Year Built: 1988, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 131,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: CRECENT BLVD. Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 42.896, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 22995701538, Location: 0.27S.ST.CHARLES RD. (Lat: 41.884161, Lng: -88.034314), Route carried "under" structure: State highway 53, Year Built: 1988, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: CRECENT BLVD. Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 91.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 22995815284, Location: 0.32M.S.ST.CHAS. RD. (Lat: 41.883997, Lng: -88.034203), Route carried "under" structure: Interstate 355, Year Built: 1989, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 131,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-355& IL-53, Facility Carried by Structure: C.&N.W.RR Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 4.288, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 22995815284, Location: 0.32M.S.ST.CHAS. RD. (Lat: 41.883997, Lng: -88.034203), Route carried "under" structure: State highway 53, Year Built: 1989, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 7%, Features Intersected: I-355& IL-53, Facility Carried by Structure: C.&N.W.RR Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 91.745, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 22995912996, Location: .34 S.ST.CHARLES RD. (Lat: 41.883836, Lng: -88.034094), Route carried "under" structure: Interstate 355, Year Built: 1988, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 131,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: HILL AVE. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 42.864, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 22995912996, Location: .34 S.ST.CHARLES RD. (Lat: 41.883836, Lng: -88.034094), Route carried "under" structure: State highway 53, Year Built: 1988, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: HILL AVE. Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 91.713, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 22996013001, Location: .8 S.ST.CHARLES RD. (Lat: 41.881667, Lng: -88.033053), Route carried "under" structure: Interstate 355, Year Built: 1988, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 131,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: PRAIRIE PATH PED.O Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 42.622, Lanes under structure: 4, Material/Design: Prestressed concrete, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 22996013001, Location: .8 S.ST.CHARLES RD. (Lat: 41.881667, Lng: -88.033053), Route carried "under" structure: State highway 53, Year Built: 1988, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 7%, Features Intersected: I-355 & IL-53, Facility Carried by Structure: PRAIRIE PATH PED.O Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 91.407, Lanes under structure: 4, Material/Design: Prestressed concrete, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 22996318668, Location: 0.7M.N.OF IL-56 (Lat: 41.852439, Lng: -88.038253), Route carried "under" structure: City street 8030, Year Built: 1989, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 309 (year 1998), Features Intersected: OAK CREEK DR., Facility Carried by Structure: I-355 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.016, Lanes on structure: 6, Lanes under structure: 4, 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: 22996418669, Location: 0.6M.N.OFIL-56 (Lat: 41.848222, Lng: -88.031603), Route carried "under" structure: City street 8031, Year Built: 1989, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 309 (year 1998), Features Intersected: FOXWORTHBLVD., Facility Carried by Structure: I-355 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.016, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Discuss this city on our hugely popular Illinois forum Back to: Lombard, IL, Illinois, All US cities.
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