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

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Structure Number: 104499,  Location: 3 MI NE BONDVILLE (Lat: 40.142128,  Lng: -88.328008),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 85 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TR 163
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.791,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: Better than 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: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 104556,  Location: 0.9 Mi E of CH 21 (Lat: 40.160406,  Lng: -88.222128),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,400 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: IC Railroad,  Facility Carried by Structure: FAP-813 (Olymp. Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 104563,  Location: 2.7 MI W of SAVOY (Lat: 40.054908,  Lng: -88.307078),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 846 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Kaskaskia Special,  Facility Carried by Structure: TR 225 (1200N)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.309,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Very good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 104576,  Location: 610E, 1000N (Lat: 40.025742,  Lng: -88.346569),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,600 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: Kaskaskia River,  Facility Carried by Structure: FAS-531(CH-18)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.945,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10601,  Location: DUNCAN S OF SPRNGFLD (Lat: 40.110233,  Lng: -88.295411),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 7,550 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,378 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER SLOUGH,  Facility Carried by Structure: FAU 7155(DUNCAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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,  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 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 106202,  Location: 0.75 MI S KIRBY AVE (Lat: 40.087311,  Lng: -88.276361),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,204 (year 2032),  Design Load: HS 20,  Features Intersected: PHINNEY BRANCH,  Facility Carried by Structure: MATTIS AVE(FAU 715
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.848,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 106203,  Location: .25 MI W DUNCAN RD (Lat: 40.109358,  Lng: -88.296631),  Route carried "on" structure: Other road ,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 2,200 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,553 (year 2032),  Design Load: HS 20,  Features Intersected: COPPER SLOUGH,  Facility Carried by Structure: JOHN ST (FAU 7128)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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 corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $320,000,  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: 106204,  Location: .25 MI W DUNCAN RD (Lat: 40.106100,  Lng: -88.296883),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,636 (year 2032),  Design Load: HS 20,  Features Intersected: COPPER SLOUGH,  Facility Carried by Structure: WILLIAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: 106205,  Location: 0.2 MI W of 1st St. (Lat: 40.083428,  Lng: -88.242192),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 13,700 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,582 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DITCH,  Facility Carried by Structure: WINDSOR RD(FAU 714
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 106208,  Location: 0.15 MI N of Windsor (Lat: 40.084803,  Lng: -88.249731),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,250 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,102 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: FOX DR(MS 8558)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 106805,  Location: .7MI SE KIRBY/DUNCAN (Lat: 40.095114,  Lng: -88.283289),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 450 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,933 (year 2032),  Design Load: H 15,  Features Intersected: PHINNEY BRANCH,  Facility Carried by Structure: CRESCENT DR/ PED B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: 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: September 2021,  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: 109902,  Location: 0.3 S KIRBY AVE (Lat: 40.094233,  Lng: -88.287122),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,692 (year 2032),  Features Intersected: PHINNEY BRANCH,  Facility Carried by Structure: FAU 7202/SCOTTSDAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100009,  Location: W OF CHAMPAIGN (Lat: 40.113161,  Lng: -88.304839),  Route carried "under" structure: State highway 10,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2021),  Truck Traffic: 7%,  Features Intersected: ILL 10 & IC RR,  Facility Carried by Structure: I-57(NB)
Minimum Vertical Clearance: 7.72m (25.33ft),  Kilometerpoint: 143.035,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 10001,  Location: W OF CHAMPAIGN (Lat: 40.113161,  Lng: -88.305144),  Route carried "under" structure: State highway 10,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2021),  Truck Traffic: 7%,  Features Intersected: ILL 10 & IC RR,  Facility Carried by Structure: I-57(SB)
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 143.002,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 100011,  Location: W OF CHAMPAIGN (Lat: 40.139725,  Lng: -88.290978),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: CNRL RR
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 380.825,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 100018,  Location: NW OF CHAMPAIGN (Lat: 40.145906,  Lng: -88.283886),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: I-74(EB)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 381.774,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 100019,  Location: NW OF CHAMPAIGN (Lat: 40.145989,  Lng: -88.283800),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2021),  Truck Traffic: 30%,  Features Intersected: I-57,  Facility Carried by Structure: I-74(WB)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 381.806,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 10002,  Location: CHAMPAIGN (Lat: 40.134914,  Lng: -88.238911),  Route carried "under" structure: Other road ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 2021),  Truck Traffic: 8%,  Features Intersected: MARKET ST(FAU 7169),  Facility Carried by Structure: I-74
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 3.380,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 100034,  Location: W OF CHAMPAIGN (Lat: 40.119775,  Lng: -88.304875),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: I-72(EB)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 378.218,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 100035,  Location: W OF CHAMPAIGN (Lat: 40.119878,  Lng: -88.304875),  Route carried "under" structure: Interstate 57,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: I-72(WB)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 378.250,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 100103,  Location: W OF CHAMPAIGN (Lat: 40.098589,  Lng: -88.304661),  Route carried "under" structure: Interstate 57,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: FAU 7138
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 375.852,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 100104,  Location: KIRBY AVE & US 45 (Lat: 40.098086,  Lng: -88.243922),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 14,700 (year 2021),  Truck Traffic: 7%,  Features Intersected: FAU 7138(KIRBY AVE),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 6.003,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.0m (42.7ft)

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Structure Number: 100105,  Location: 2.5 MI W OF SAVOY (Lat: 40.054900,  Lng: -88.303542),  Route carried "under" structure: Interstate 57,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 27,700 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-57,  Facility Carried by Structure: TR 225
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 370.992,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 100132,  Location: CHAMPAIGN (Lat: 40.134711,  Lng: -88.243650),  Route carried "under" structure: Interstate 74,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 61,200 (year 2019),  Truck Traffic: 14%,  Features Intersected: I-74,  Facility Carried by Structure: NEIL ST(FAU 7166)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 294.792,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 100148,  Location: WASHINGTON ST CHAMP (Lat: 40.119917,  Lng: -88.239056),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,350 (year 2021),  Truck Traffic: 2%,  Features Intersected: WASH ST (FAU 7113),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.23m (10.60ft),  Kilometerpoint: 0.370,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 100166,  Location: NW OF STALEY (Lat: 40.120400,  Lng: -88.333403),  Route carried "under" structure: Interstate 72,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-72,  Facility Carried by Structure: TR 94
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 290.591,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 100168,  Location: N OF STALEY (Lat: 40.119981,  Lng: -88.314600),  Route carried "under" structure: Interstate 72,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 20%,  Features Intersected: I-72,  Facility Carried by Structure: CH 57(FAU 7154)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 292.201,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 100169,  Location: NW OF CHAMPAIGN (Lat: 40.158169,  Lng: -88.298111),  Route carried "under" structure: Interstate 74,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-74,  Facility Carried by Structure: DUNCAN RD
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 289.175,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 10017,  Location: W OF CHAMPAIGN (Lat: 40.119767,  Lng: -88.295542),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2021),  Truck Traffic: 9%,  Features Intersected: FAP 725,  Facility Carried by Structure: DUNCAN RD(FAU 7155
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 100171,  Location: 2 MI N CHAMPAIGN (Lat: 40.168911,  Lng: -88.257639),  Route carried "under" structure: Interstate 57,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2021),  Truck Traffic: 29%,  Features Intersected: I-57,  Facility Carried by Structure: TR 146
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 385.154,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 100185,  Location: N OF CHAMPAIGN (Lat: 40.181289,  Lng: -88.245081),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: MARKET ST(FAS533)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 386.892,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 100186,  Location: CHAMPAIGN (Lat: 40.134936,  Lng: -88.258086),  Route carried "under" structure: Interstate 74,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 48,900 (year 2021),  Truck Traffic: 19%,  Features Intersected: I-74,  Facility Carried by Structure: FAU7197FAP804(PROS
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 293.569,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 100187,  Location: CHAMPAIGN E OF NEIL (Lat: 40.112608,  Lng: -88.241914),  Route carried "under" structure: US 45,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2021),  Truck Traffic: 3%,  Features Intersected: SPRINGFIELD(FAP 808),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.86m (12.66ft),  Kilometerpoint: 395.695,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 100188,  Location: CHAMPAIGN E OF NEIL (Lat: 40.112611,  Lng: -88.241703),  Route carried "under" structure: US 45,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 10,200 (year 2021),  Truck Traffic: 3%,  Features Intersected: SPRINGFIELD(FAP 808),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.89m (12.76ft),  Kilometerpoint: 395.727,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 100254,  Location: .25 MI N CHAMPAIGN (Lat: 40.156989,  Lng: -88.271281),  Route carried "under" structure: Interstate 57,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2021),  Truck Traffic: 29%,  Features Intersected: I-57,  Facility Carried by Structure: FAP 813
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 383.384,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 100272,  Location: CURTIS RD/I-57 (Lat: 40.069400,  Lng: -88.303697),  Route carried "under" structure: Interstate 57,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: CURTIS RD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 372.617,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 100291,  Location: SW OF CHAMPAIGN (Lat: 40.084031,  Lng: -88.304439),  Route carried "under" structure: Interstate 57,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 31,500 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: FAU 7144(WINDSOR R
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 374.227,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 100294,  Location: W of Champaign (Lat: 40.127669,  Lng: -88.303881),  Route carried "under" structure: Interstate 57,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-57,  Facility Carried by Structure: FAU 7110(Bradley A
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 379.087,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 10105,  Location: I-57 UNDER US 150 (Lat: 40.142919,  Lng: -88.287314),  Route carried "under" structure: Interstate 57,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: FAI 57,  Facility Carried by Structure: FAP 719 (US 150)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 381.324,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.3m (178.1ft)

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Structure Number: 1011,  Location: I-57 & MATTIS AVE (Lat: 40.151961,  Lng: -88.277019),  Route carried "under" structure: Interstate 57,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2021),  Truck Traffic: 30%,  Features Intersected: FAI 57,  Facility Carried by Structure: FAU 7158 (MATTIS A
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 382.643,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 10127,  Location: 2.5 MI NW CHAMPAIGN (Lat: 40.140792,  Lng: -88.277297),  Route carried "under" structure: Interstate 74,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 23%,  Features Intersected: FAI 74,  Facility Carried by Structure: FAU 7158(MATTIS AV
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 291.766,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.6m (172.6ft)

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Structure Number: 109904,  Location: UNIVERSITY AVE (Lat: 40.116328,  Lng: -88.240097),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2021),  Truck Traffic: 4%,  Features Intersected: FAU 7118,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 3.170,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 7.9m (25.9ft)

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Structure Number: 109905,  Location: LOGAN ST (Lat: 40.114911,  Lng: -88.241489),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2021),  Truck Traffic: 18%,  Features Intersected: LOGAN ST,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 2.156,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 109906,  Location: LOGAN ST (Lat: 40.114797,  Lng: -88.240969),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2021),  Truck Traffic: 18%,  Features Intersected: LOGAN ST,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 2.205,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 109907,  Location: LOGAN ST (Lat: 40.114722,  Lng: -88.240625),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2021),  Truck Traffic: 18%,  Features Intersected: LOGAN ST,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 2.237,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 109908,  Location: GREEN ST (Lat: 40.110194,  Lng: -88.242206),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 8,400 (year 2021),  Truck Traffic: 7%,  Features Intersected: FAU 7126(GREEN ST),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 2.961,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 109909,  Location: STADIUM DR (Lat: 40.102697,  Lng: -88.243414),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2021),  Truck Traffic: 6%,  Features Intersected: FAU 7134(STADIUM DR),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.51m (11.52ft),  Kilometerpoint: 1.255,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 10991,  Location: ST MARY'S RD (Lat: 40.094478,  Lng: -88.244711),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2021),  Truck Traffic: 6%,  Features Intersected: FAU 7139(ST MARY'S),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 0.145,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 109912,  Location: S EDGE CHAMPAIGN (Lat: 40.083569,  Lng: -88.246503),  Route carried "under" structure: Other road ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2021),  Truck Traffic: 4%,  Features Intersected: WINDSOR RD(FAU 7145),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.032,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)