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Bridge Statistics for Streator, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 53m174ftTotal length
  • 39,725Total average daily traffic
  • 1,744Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Streator
  • No street view available for this location

New bridges - Historical Statistics

  • 21900-1909
  • 11920-1929
  • 11930-1939
  • 21960-1969
  • 31980-1989
  • 21990-1999
  • 22000-2009
  • 12010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 50005,  Location: 14.30 MI S OF ILL 71 (Lat: 41.134217,  Lng: -88.835739),  Route carried "on" structure: Other road 23,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 9,700 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,500 (year 2032),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.6 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 500051,  Location: 14.30 MI S OF ILL 71 (Lat: 41.134072,  Lng: -88.834981),  Route carried "on" structure: Other road 23,  Year Built: 1965,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,500 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,388 (year 2032),  Design Load: HS 20,  Features Intersected: INTER STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.355,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.1 metric tons,  Inventory Rating: 39.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 500202,  Location: 0.10 MI W OF ILL 23 (Lat: 41.120869,  Lng: -88.837425),  Route carried "on" structure: Other road 18,  Year Built: 1988,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 5,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,697 (year 2032),  Design Load: HS 20,  Features Intersected: VERMILION RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.621,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Inventory Rating: 42.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 503538,  Location: E.18TH, N.1420 (Lat: 41.140167,  Lng: -88.816361),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 335 (year 2032),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: E 18TH RD,FAU 6160
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 508017,  Location: SO OF 1ST STREET (Lat: 41.135094,  Lng: -88.826281),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,100 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,229 (year 2032),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: SHABBONA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 508018,  Location: W OF BRONSON STR (Lat: 41.132647,  Lng: -88.829072),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,000 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,117 (year 2032),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: WASSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50802,  Location: S,SPRING-N BROMBACH (Lat: 41.112481,  Lng: -88.831361),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 600 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 670 (year 2032),  Design Load: HS 20,  Features Intersected: COOL RUN CREEK,  Facility Carried by Structure: VERMILION ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 508023,  Location: 0.3 MI.E.OF ILL 23 (Lat: 41.125797,  Lng: -88.826044),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 1,850 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,066 (year 2032),  Design Load: HS 20,  Features Intersected: BNSF RR & IL STREET,  Facility Carried by Structure: BROADWAY ST.
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.821,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 508026,  Location: 1/2 BLK E OF WALNUT (Lat: 41.136486,  Lng: -88.820697),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,050 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,524 (year 2032),  Design Load: HS 25,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: BAZORE ST (FAU 614
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 508023,  Location: 0.3 MI.E.OF ILL 23 (Lat: 41.125839,  Lng: -88.824794),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 2%,  Features Intersected: BNSF RR & IL STREET,  Facility Carried by Structure: BROADWAY ST.
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.257,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 509911,  Location: E1600 N 1440 KANGLEY (Lat: 41.140519,  Lng: -88.859600),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 325 (year 2011),  Truck Traffic: 6%,  Features Intersected: TR 274,  Facility Carried by Structure: CON-RAIL CORP.
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 1.336,  Lanes under structure: 1,  Material/Design: Wood or Timber,  Length of Maximum Span: 4.3m (14.1ft)

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Structure Number: 509928,  Location: 0.19 W OF OTTER CR (Lat: 41.136114,  Lng: -88.820081),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 4,050 (year 2011),  Truck Traffic: 5%,  Features Intersected: MILDRED AVE,  Facility Carried by Structure: AT&SF RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.464,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 5399,  Location: 2.06 MI N OF ILL 17 (Lat: 41.090208,  Lng: -88.833758),  Route carried "under" structure: Other road ,  Year Built: 1928,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 300 (year 2014),  Features Intersected: TR 5,  Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 1.448,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 539902,  Location: 1.3 MI W OF ILL 23 (Lat: 41.060853,  Lng: -88.858417),  Route carried "under" structure: Other road 17,  Year Built: 1939,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,450 (year 2013),  Truck Traffic: 13%,  Features Intersected: ILL RTE 17,  Facility Carried by Structure: AT & SF RR
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 206.586,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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