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


  • National Bridge Inventory (NBI) Statistics
  • 59Number of bridges
  • 925ft / 282mTotal length
  • $29,993,000Total costs
  • 1,187,175Total average daily traffic
  • 104,609Total average daily truck traffic
  • 735,332Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Aurora
  • No street view available for this location

New bridges in Aurora, IL - historical statistics
  • New bridges - historical statistics
  • 21910-1919
  • 71920-1929
  • 11930-1939
  • 41940-1949
  • 71950-1959
  • 31960-1969
  • 61970-1979
  • 71980-1989
  • 31990-1999
  • 62000-2009
  • 132010-2018
Reconstructed bridges in Aurora, IL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11960-1969
  • 11970-1979
  • 41980-1989
  • 61990-1999
  • 52000-2009
  • 22010-2018
Average Bridge Daily Traffic in Aurora, IL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 8.1%Excellent
  • 35.1%Very good
  • 27.0%Good
  • 18.9%Satisfactory
  • 5.4%Fair
  • 5.4%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 6.8%Excellent
  • 34.1%Very good
  • 20.5%Good
  • 22.7%Satisfactory
  • 11.4%Fair
  • 4.5%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.8%Excellent
  • 40.9%Very good
  • 22.7%Good
  • 27.3%Satisfactory
  • 2.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 34.1%Very good
  • 26.8%Good
  • 26.8%Satisfactory
  • 9.8%Fair
  • 2.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.5%Very good
  • 12.5%Good
  • 50.0%Satisfactory
  • 12.5%Fair
  • 12.5%Poor
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Structure Number: 456011,  Location: 1. MI S EWTOLLWAY (Lat: 41.784144,  Lng: -88.281856),  Route carried "on" structure: Other road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.08m (0.26ft),  Average Daily Traffic: 23,500 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,858 (year 2032),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: FARNSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.794,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 80.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Other Special Inspection Date: May 2017
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Structure Number: 456012,  Location: .3 MI S SHEFFER RD (Lat: 41.774650,  Lng: -88.281703),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 28,200 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,858 (year 2032),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: FARNSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.888,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2017,  Other Special Inspection Date: May 2017
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Structure Number: 456013,  Location: .3M N OF US34 (Lat: 41.732189,  Lng: -88.269064),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 2.11m (6.92ft),  Average Daily Traffic: 7,650 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,287 (year 2032),  Design Load: H 20,  Features Intersected: WAUBONSIE CREEK,  Facility Carried by Structure: WATERFORD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456014,  Location: .1 MI W FARNSWORTH (Lat: 41.789119,  Lng: -88.283722),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 300 (year 1998),  Average Future Daily Traffic: 394 (year 2032),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MARSHALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017
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Structure Number: 456015,  Location: 0.3 MI NW US RTE 34 (Lat: 41.735403,  Lng: -88.263083),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 100 (year 2001),  Average Future Daily Traffic: 139 (year 2032),  Design Load: HS 20,  Features Intersected: WAUBONSIE CREEK,  Facility Carried by Structure: MONTGOMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 6.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2017,  Other Special Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 456016,  Location: .05MI E OF FARNSWRTH (Lat: 41.782433,  Lng: -88.281044),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 18,100 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,932 (year 2032),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: INDIAN TRAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 1157000,  Subroute: 80),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  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: May 2017
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Structure Number: 456017,  Location: 1.1 Mi S E Indian Tr (Lat: 41.766353,  Lng: -88.301944),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 18.24m (59.84ft),  Average Daily Traffic: 500 (year 1998),  Average Future Daily Traffic: 649 (year 2032),  Design Load: HS 20,  Features Intersected: B+N RR & INDIAN CR.,  Facility Carried by Structure: HIGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.4m (21.0ft),  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: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456022,  Location: 1000FT W OF OHIO ST (Lat: 41.767500,  Lng: -88.295514),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 300 (year 1998),  Average Future Daily Traffic: 394 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: BNSF AND INDIAN CR,  Facility Carried by Structure: WOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456052,  Location: 2 MI S OF I-88 (Lat: 41.771436,  Lng: -88.282053),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 26.01m (85.33ft),  Average Daily Traffic: 28,200 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,858 (year 2032),  Design Load: HS 20,  Features Intersected: BN RR,  Facility Carried by Structure: FARNSWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.194,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 167.0m (547.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 456053,  Location: .1M E. Farnsworth (Lat: 41.777811,  Lng: -88.279789),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 1,050 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,404 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Indian Creek,  Facility Carried by Structure: Sheffer Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 109.0m (357.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: November 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459914,  Location: I-88 3.3M W ILL 25 (Lat: 41.795086,  Lng: -88.379547),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 6,850 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,318 (year 2032),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: DEERPATH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.256,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.20m (259.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $561,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $842,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 459914,  Location: I-88 3.3M W ILL 25 (Lat: 41.794811,  Lng: -88.379711),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 49,300 (year 2016),  Truck Traffic: 11%,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: DEERPATH ROAD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 183.412,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 459935,  Location: 0.8 M E. of Il. 25 (Lat: 41.797292,  Lng: -88.301311),  Route carried "on" structure: Other road ,  Year Built: 2015,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 7,900 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,442 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-88,  Facility Carried by Structure: Mitchell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.019,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459935,  Location: 0.8 M E. of Il. 25 (Lat: 41.797292,  Lng: -88.301311),  Route carried "under" structure: Interstate 88,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2016),  Truck Traffic: 11%,  Features Intersected: I-88,  Facility Carried by Structure: Mitchell Road
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 189.962,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 459938,  Location: 0.1MI E OF IL 31 (Lat: 41.790000,  Lng: -88.310000),  Route carried "under" structure: State highway 25,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2017),  Truck Traffic: 8%,  Features Intersected: FOX R - RR - IL 25,  Facility Carried by Structure: I-88 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.376,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Concrete,  Length of Maximum Span: 54.4m (178.5ft)

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Structure Number: 459942,  Location: 0.8MI E OF IL 25 (Lat: 41.768247,  Lng: -88.291311),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 10.54m (34.58ft),  Average Daily Traffic: 9,350 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,000 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BNSF RR & INDIAN CRK,  Facility Carried by Structure: OHIO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459945,  Location: 1.8 Mi E. of Ill. 25 (Lat: 41.798431,  Lng: -88.282061),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 8.24m (27.03ft),  Average Daily Traffic: 23,500 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,858 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-88,  Facility Carried by Structure: Farnsworth Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.055,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 268.0m (879.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.6m (133.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459945,  Location: 1.8 Mi E. of Ill. 25 (Lat: 41.798431,  Lng: -88.282061),  Route carried "under" structure: Interstate 88,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 105,400 (year 2016),  Truck Traffic: 11%,  Features Intersected: I-88,  Facility Carried by Structure: Farnsworth Avenue
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 191.571,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.6m (133.2ft)

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Structure Number: 459949,  Location: 1.5 Mi. E. Fox River (Lat: 41.798319,  Lng: -88.289489),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 8.25m (27.07ft),  Average Daily Traffic: 6,650 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,315 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-88,  Facility Carried by Structure: Church Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.6m (133.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459949,  Location: 1.5 Mi. E. Fox River (Lat: 41.797989,  Lng: -88.289600),  Route carried "under" structure: Interstate 88,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 85,000 (year 2016),  Truck Traffic: 11%,  Features Intersected: I-88,  Facility Carried by Structure: Church Road
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 19.096,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.6m (133.2ft)

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Structure Number: 45995,  Location: .8 M W DUPAGE CO. (Lat: 41.798669,  Lng: -88.277814),  Route carried "on" structure: Interstate 88,  Year Built: 1958,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 52,700 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 58,887 (year 2032),  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.893,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 396.0m (1,299.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place
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