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Bridge Statistics for Crestwood, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Crestwood, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 62 meters (203ft) Total costs: $1,004,000 Total average daily traffic: 480,300 Total average daily truck traffic: 62,096 National Bridge Inventory (NBI) Registered Bridges for Crestwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 16984603956, Location: 1 M SE ILL 50 P26 (Lat: 41.650789, Lng: -87.724492), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2020), Features Intersected: CAL SAG CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.530, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 68.5m (224.7ft)), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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 Find on map >>
Structure Number: 16984703957, Location: 1 M SE ILL 50 P26 (Lat: 41.650664, Lng: -87.724431), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2020), Features Intersected: CAL SAG CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.546, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 68.5m (224.7ft)), Material/Design: Steel, Number Of Spans In Main Unit: 3, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.2 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, 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 Find on map >>
Structure Number: 1698500396, Location: 1.7 M SE 127ST P3 (Lat: 41.641258, Lng: -87.720550), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: MIDLOTHIAN TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.656, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $333,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16985103961, Location: 1.7 M SE ILL 50 P3 (Lat: 41.641342, Lng: -87.720183), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: MIDLOTHIAN TURNPIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.672, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $333,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16985203962, Location: 1.6 M NW IL 83 P3 (Lat: 41.638283, Lng: -87.718231), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: CRAWFORD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.042, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, 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: Meets minimum limits, 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: June 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16985303963, Location: 1.6 M NW IL 83 P3 (Lat: 41.638036, Lng: -87.718219), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: CRAWFORD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.058, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Satisfactory, 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: Meets minimum limits, 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: 16985403964, Location: 1.5 M NW IL 83 P3 (Lat: 41.633933, Lng: -87.712472), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: REXFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.766, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 80.1 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: Somewhat better than minimum adequacy, 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: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 16985503965, Location: 1.5 M NW IL 83 P3 (Lat: 41.634142, Lng: -87.712236), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 49,200 (year 2006), Truck Traffic: 14%, Average Future Daily Traffic: 64,400 (year 2021), Features Intersected: REXFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.782, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 80.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 1698500396, Location: 1.7 M SE 127ST P3 (Lat: 41.641258, Lng: -87.720550), Route carried "under" structure: Other road 1600, Year Built: 1958, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 17,400 (year 2002), Truck Traffic: 1%, Features Intersected: MIDLOTHIAN TURNPIKE, Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 16985103961, Location: 1.7 M SE ILL 50 P3 (Lat: 41.641342, Lng: -87.720183), Route carried "under" structure: Other road 1600, Year Built: 1958, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 17,400 (year 2002), Truck Traffic: 1%, Features Intersected: MIDLOTHIAN TURNPIKE, Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 16.122, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 16985203962, Location: 1.6 M NW IL 83 P3 (Lat: 41.638283, Lng: -87.718231), Route carried "under" structure: Other road 3778, Year Built: 1958, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 21,200 (year 2006), Truck Traffic: 15%, Features Intersected: CRAWFORD AVE, Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 9.107, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 16985303963, Location: 1.6 M NW IL 83 P3 (Lat: 41.638036, Lng: -87.718219), Route carried "under" structure: Other road 3778, Year Built: 1958, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 21,200 (year 2006), Truck Traffic: 15%, Features Intersected: CRAWFORD AVE, Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 9.139, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 16985403964, Location: 1.5 M NW IL 83 P3 (Lat: 41.633933, Lng: -87.712472), Route carried "under" structure: Other road 1008, Year Built: 1958, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,750 (year 2006), Truck Traffic: 3%, Features Intersected: REXFORD RD, Facility Carried by Structure: I-294 SB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 16985503965, Location: 1.5 M NW IL 83 P3 (Lat: 41.634142, Lng: -87.712236), Route carried "under" structure: Other road 1008, Year Built: 1958, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,750 (year 2006), Truck Traffic: 3%, Features Intersected: REXFORD RD, Facility Carried by Structure: I-294 NB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Discuss this city on our hugely popular Illinois forum Back to: Crestwood, IL, Illinois, All US cities.
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