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Bridge Statistics for Streator, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Streator, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 99 meters (325ft) Total costs: $4,440,000 Total average daily traffic: 43,868 Total average daily truck traffic: 1,828 National Bridge Inventory (NBI) Registered Bridges for Streator
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 50005011367, Location: 14.30 MI S OF ILL 71 (Lat: 41.134136, Lng: -88.835739), Route carried "on" structure: State highway 23, Year Built: 1965, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,800 (year 2027), Design Load: HS 20, Features Intersected: PRAIRIE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.282, 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: 49.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 50005111368, Location: 14.30 MI S OF ILL 71 (Lat: 41.134036, Lng: -88.834942), Route carried "on" structure: State highway 23, Year Built: 1965, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 12,900 (year 2027), Design Load: HS 20, Features Intersected: INTER STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.346, 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: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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 48 months, Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 50020202515, Location: 0.10 MI W OF ILL 23 (Lat: 41.120869, Lng: -88.837428), Route carried "on" structure: State highway 18, Year Built: 1988, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 5,300 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,800 (year 2027), Design Load: HS 20, Features Intersected: VERMILION RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.613, 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: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 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: 5035382891, Location: E.18TH, N.1420 (Lat: 41.138906, Lng: -88.816350), Route carried "on" structure: City street 8460, Year Built: 1991, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 300 (year 2002), Average Future Daily Traffic: 500 (year 2024), 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: 44.1 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 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: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 50800017346, Location: 2 BLKS. W OF ILL 23 (Lat: 41.119019, Lng: -88.838900), Route carried "on" structure: State highway 18, Year Built: 1900, Year Reconstructed: 1972, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 4,800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 8,200 (year 2026), Design Load: HS 20, Features Intersected: VERMILION RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 50800528948, Location: 1/2 BLK E OF WALNUT (Lat: 41.138442, Lng: -88.819436), Route carried "on" structure: City street 3690, Year Built: 1930, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 409 (year 1984), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2023), Features Intersected: PRAIRIE CR, Facility Carried by Structure: DIVISION ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 28.8 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 50800628949, Location: 1/2 BLK E OF WALNUT (Lat: 41.136492, Lng: -88.820714), Route carried "on" structure: Other road 6143, Year Built: 1930, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,450 (year 2006), Average Future Daily Traffic: 5,000 (year 2027), Features Intersected: PRAIRIE CR, Facility Carried by Structure: BAZORE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), 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: 12.8m (42.0ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 28.8 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 50801615489, Location: 0.51 MI.E.OF ILL 23 (Lat: 41.125800, Lng: -88.825981), Route carried "on" structure: Other road 6145, Year Built: 1930, Year Reconstructed: 1976, Status: Closed, Structure Length: 32.86m (107.81ft), Average Daily Traffic: 2,000 (year 2006), Average Future Daily Traffic: 3,000 (year 2028), Features Intersected: AT & SF RR YARD & ST, Facility Carried by Structure: BROADWAY ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 32.86m (107.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: January 2004, Bridge Improvement Cost: $2,960,000, Roadway Improvement Cost: $296,000, Total Project Cost: $4,440,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 50801716281, Location: SO OF 1ST STREET (Lat: 41.135106, Lng: -88.826278), Route carried "on" structure: Other road 6149, Year Built: 1983, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,500 (year 2006), Average Future Daily Traffic: 2,350 (year 2025), 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: 44.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 50801816201, Location: W OF BRONSON STR (Lat: 41.132642, Lng: -88.829072), Route carried "on" structure: Other road 6157, Year Built: 1985, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,350 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 1,800 (year 2025), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 50802031455, Location: S,SPRING-N BROMBACH (Lat: 41.116417, Lng: -88.835606), Route carried "on" structure: City street 8070, Year Built: 1995, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 700 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 900 (year 2021), Design Load: HS 20, Features Intersected: COOL RUN CREEK, Facility Carried by Structure: VERMILLION ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, 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, 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 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: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 53802236127, Location: 600 E, 3180 N (Lat: 41.089000, Lng: -88.812797), Route carried "on" structure: City street 8455, Year Built: 2004, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 109 (year 1983), Truck Traffic: 8%, Average Future Daily Traffic: 131 (year 2028), Design Load: HS 20, Features Intersected: TRIB VERMILLION R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Excellent, Culverts: Excellent, 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 50801615489, Location: 0.51 MI.E.OF ILL 23 (Lat: 41.125800, Lng: -88.825981), Route carried "under" structure: City street 8210, Year Built: 1930, Structure Length: 32.86m (107.81ft), Average Daily Traffic: 500 (year 2002), Truck Traffic: 2%, Features Intersected: AT & SF RR YARD & ST, Facility Carried by Structure: BROADWAY ST. Minimum Vertical Clearance: 6.86m (22.51ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 50992809811, Location: 0.19 W OF OTTER CR (Lat: 41.136131, Lng: -88.820114), Route carried "under" structure: Other road 6143, Year Built: 1900, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,450 (year 2006), 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) Discuss this city on our hugely popular Illinois forum Back to: Streator, IL, Illinois, All US cities.
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