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Bridge Statistics for Berkeley, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Berkeley, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 283 meters (928ft) Total costs: $5,115,000 Total average daily traffic: 2,443,718 Total average daily truck traffic: 255,134 National Bridge Inventory (NBI) Registered Bridges for Berkeley
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 16067304305, Location: 1.2 M S US 20 (Lat: 41.889681, Lng: -87.917819), Route carried "on" structure: Other road 1397, Year Built: 1958, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 15,900 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 27,135 (year 2021), Design Load: HS 20, Features Intersected: I-294 TRI STATE TOLL, Facility Carried by Structure: ST CHARLES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 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: 16113005503, Location: 0.5 M S IL 64 (Lat: 41.898928, Lng: -87.920369), Route carried "on" structure: Interstate 290, Year Built: 1950, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20, Features Intersected: RR - UP (NORTH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 50.4 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: Somewhat better than minimum adequacy, 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: April 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: 16113105504, Location: 0.5 M S IL 64 (Lat: 41.898792, Lng: -87.920372), Route carried "on" structure: Interstate 290, Year Built: 1958, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20, Features Intersected: RR - UP (NORTH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.4 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: April 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: 16113205506, Location: 0.6 M S IL 64 (Lat: 41.897006, Lng: -87.920386), Route carried "on" structure: Interstate 290, Year Built: 1958, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20, Features Intersected: RR - UP (SOUTH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 16113305505, Location: 0.6 M S IL 64 (Lat: 41.897142, Lng: -87.920386), Route carried "on" structure: Interstate 290, Year Built: 1958, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20, Features Intersected: RR - UP (SOUTH) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 16113405507, Location: 1.5 M S IL 64 (Lat: 41.882931, Lng: -87.920428), Route carried "on" structure: Interstate 290, Year Built: 1952, Year Reconstructed: 1985, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20+Mod, Features Intersected: ELECTRIC AV&PRAIRIE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.328, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, 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: 16113505508, Location: 1.5 M S IL 64 (Lat: 41.882794, Lng: -87.920428), Route carried "on" structure: Interstate 290, Year Built: 1952, Year Reconstructed: 1985, Status: Open, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 101,700 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 107,660 (year 2021), Design Load: HS 20+Mod, Features Intersected: ELECTRIC AV&PRAIRIE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.344, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, 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: 16113605572, Location: 1.1 M S IL 64 (Lat: 41.889756, Lng: -87.920394), Route carried "on" structure: Other road 1397, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 12,300 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 18,630 (year 2021), Design Load: HS 20, Features Intersected: I-290, Facility Carried by Structure: ST CHARLES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 31.0m (101.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.07m (23.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,620,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,430,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 16268031294, Location: 0.15M N ILL 56 (Lat: 41.875600, Lng: -87.918411), Route carried "on" structure: Interstate 294, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 28,000 , Features Intersected: CCP. RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.433, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 16.2m (53.1ft), Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979203901, Location: 0.4 M S US 20 P20 (Lat: 41.900144, Lng: -87.919686), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2021), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.762, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: April 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979303902, Location: 0.4 M S US 20 P20 (Lat: 41.900003, Lng: -87.919678), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2021), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.778, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: April 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979403903, Location: 0.7 M S US 20 P20 (Lat: 41.897256, Lng: -87.919281), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2021), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.083, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: July 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979503904, Location: 0.7 M S US 20 P20 (Lat: 41.897111, Lng: -87.919242), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2021), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.100, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979603905, Location: 1.7 M S US 20 P20 (Lat: 41.883950, Lng: -87.919192), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2020), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.644, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.0 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 minimum criteria, 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979703906, Location: 1.7 M S US 20 P20 (Lat: 41.883817, Lng: -87.919203), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 11.98m (39.30ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 91,490 (year 2020), Features Intersected: C&NW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.660, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.0 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 minimum criteria, 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979803907, Location: I290 AT I294 P20 (Lat: 41.878053, Lng: -87.918878), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 65,000 , Features Intersected: I290 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.256, 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: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.94m (49.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,790,000, Roadway Improvement Cost: $179,000, Total Project Cost: $2,685,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16979903908, Location: I290 AT I294 P20 (Lat: 41.878019, Lng: -87.918844), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 57,000 , Features Intersected: I290 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.272, 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: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16980003909, Location: 0.15M N ILL 56 (Lat: 41.875811, Lng: -87.918461), Route carried "on" structure: Interstate 294, Year Built: 1958, Year Reconstructed: 1973, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 97,510 (year 2021), Features Intersected: CC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.400, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 52.2 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: Somewhat better than minimum adequacy, 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1698010391, Location: 0.15M N ILL 56 (Lat: 41.875703, Lng: -87.918439), Route carried "on" structure: Interstate 294, Year Built: 1958, Year Reconstructed: 1973, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 97,510 (year 2021), Features Intersected: CC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.417, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.2 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: April 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16980203911, Location: I294 & ILL 56 P20 (Lat: 41.873722, Lng: -87.917972), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 97,510 (year 2021), Features Intersected: BUTTERFIELD R ILL 56 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.722, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16980303912, Location: I294 & ILL 56 P20 (Lat: 41.873619, Lng: -87.918361), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 64,600 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 97,510 (year 2021), Features Intersected: BUTTERFIELD R ILL 56 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.738, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16986222207, Location: I294 RMP TO I290 P20 (Lat: 41.878325, Lng: -87.919158), Route carried "on" structure: Ramp Interstate 294, Year Built: 1958, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 7,600 (year 2006), Average Future Daily Traffic: 18,620 (year 2020), Features Intersected: I290 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16008303758, Location: 1.6 M W US 45 (Lat: 41.874881, Lng: -87.913400), Route carried "under" structure: State highway 56, Year Built: 1959, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 6%, Features Intersected: IL 56 (BUTTERFIELD), Facility Carried by Structure: I-290 WB Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 49.654, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 16008403759, Location: 1.6 M W US 45 (Lat: 41.874753, Lng: -87.913908), Route carried "under" structure: State highway 56, Year Built: 1959, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 6%, Features Intersected: IL 56 (BUTTERFIELD), Facility Carried by Structure: I-290 EB Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 49.605, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 16064523345, Location: JUST W I290 P20 (Lat: 41.874628, Lng: -87.914419), Route carried "under" structure: State highway 56, Year Built: 1959, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 6%, Features Intersected: ILL 56(BUTTERFIELD), Facility Carried by Structure: IC RR Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 49.557, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: 16067304305, Location: 1.2 M S US 20 (Lat: 41.889681, Lng: -87.917819), Route carried "under" structure: Interstate 294, Year Built: 1958, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 68,350 (year 2006), Truck Traffic: 10%, Features Intersected: I-294 TRI STATE TOLL, Facility Carried by Structure: ST CHARLES RD Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 32.936, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 16113405507, Location: 1.5 M S IL 64 (Lat: 41.882931, Lng: -87.920428), Route carried "under" structure: City street 4350, Year Built: 1952, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 409 (year 1998), Features Intersected: ELECTRIC AV&PRAIRIE, Facility Carried by Structure: I-290 SB Minimum Vertical Clearance: 0.64m (2.10ft), Kilometerpoint: 0.628, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 16113505508, Location: 1.5 M S IL 64 (Lat: 41.882794, Lng: -87.920428), Route carried "under" structure: City street 4350, Year Built: 1952, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 409 (year 1998), Features Intersected: ELECTRIC AV&PRAIRIE, Facility Carried by Structure: I-290 NB Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.611, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 16113605572, Location: 1.1 M S IL 64 (Lat: 41.889756, Lng: -87.920394), Route carried "under" structure: Interstate 290, Year Built: 1960, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 203,400 (year 2006), Truck Traffic: 11%, Features Intersected: I-290, Facility Carried by Structure: ST CHARLES RD Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 23.588, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 16979803907, Location: I290 AT I294 P20 (Lat: 41.878053, Lng: -87.918878), Route carried "under" structure: Interstate 290, Year Built: 1958, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 203,400 (year 2006), Truck Traffic: 11%, Features Intersected: I290, Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 24.891, 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: 50.3m (165.0ft) Find on map >>
Structure Number: 16979903908, Location: I290 AT I294 P20 (Lat: 41.878019, Lng: -87.918844), Route carried "under" structure: Interstate 290, Year Built: 1958, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 203,400 (year 2006), Truck Traffic: 11%, Features Intersected: I290, Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 24.923, 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: 50.3m (165.0ft) Find on map >>
Structure Number: 16980203911, Location: I294 & ILL 56 P20 (Lat: 41.873722, Lng: -87.917972), Route carried "under" structure: State highway 56, Year Built: 1958, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 5,850 (year 2007), Truck Traffic: 6%, Features Intersected: BUTTERFIELD R ILL 56, Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 49.235, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 16980303912, Location: I294 & ILL 56 P20 (Lat: 41.873619, Lng: -87.918361), Route carried "under" structure: State highway 56, Year Built: 1958, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 11,700 (year 2007), Truck Traffic: 6%, Features Intersected: BUTTERFIELD R ILL 56, Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 49.203, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 16986222207, Location: I294 RMP TO I290 P20 (Lat: 41.878325, Lng: -87.919158), Route carried "under" structure: Interstate 290, Year Built: 1958, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 203,400 (year 2006), Truck Traffic: 11%, Features Intersected: I290 Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 24.634, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Discuss this city on our hugely popular Illinois forum Back to: Berkeley, IL, Illinois, All US cities.
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