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

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Structure Number: 920008,  Location: IN TILTON (Lat: 40.104669,  Lng: -87.655117),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 9,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N&S & FAU 7026(L ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.257,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.9m (88.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920009,  Location: IN TILTON (Lat: 40.104672,  Lng: -87.654928),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.68m (31.76ft),  Average Daily Traffic: 10,600 (year 2021),  Truck Traffic: 38%,  Average Future Daily Traffic: 9,140 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N&S & FAU 7026(L ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.273,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 92001,  Location: IN TILTON (Lat: 40.104747,  Lng: -87.649519),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 11,950 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 11,862 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: "G" ST(FAU 7026)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.708,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: 67.7 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920011,  Location: IN TILTON (Lat: 40.104750,  Lng: -87.649350),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.58m (11.75ft),  Average Daily Traffic: 11,950 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 11,862 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: "G" ST(FAU 7026)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: 67.7 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920012,  Location: IN TILTON (Lat: 40.104781,  Lng: -87.647117),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 11,950 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 11,862 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CNRL & FR1563 & 1611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.965,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920013,  Location: IN TILTON (Lat: 40.104781,  Lng: -87.646950),  Route carried "on" structure: Interstate 74,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 11,950 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 11,862 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CNRL & FR1563 & 1611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 346.981,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920038,  Location: S OF DANVILLE (Lat: 40.105333,  Lng: -87.636000),  Route carried "on" structure: US 150,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.86m (29.07ft),  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,518 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-74 & CD16.23/16.33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.205,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920039,  Location: AT S EDGE DANVILLE (Lat: 40.101764,  Lng: -87.635850),  Route carried "on" structure: US 150,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,340 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: 14TH ST(FAU 7010)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 355.591,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 920128,  Location: W OF TILTON (Lat: 40.105031,  Lng: -87.672561),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61 (year 2032),  Design Load: HS 15,  Features Intersected: I-74,  Facility Carried by Structure: TR 300
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920204,  Location: IN TILTON (Lat: 40.105161,  Lng: -87.639789),  Route carried "on" structure: City street ,  Year Built: 2021,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 1,850 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-74&CD16.23/16.33,  Facility Carried by Structure: FAU 7009(CH 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 50.2 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: 38.6 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 922031,  Location: IN TILTON (Lat: 40.095025,  Lng: -87.635431),  Route carried "on" structure: US 150,  Year Built: 1991,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,005 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GRAPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 356.347,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 92318,  Location: 1 MI SW TILTON (Lat: 40.087028,  Lng: -87.663922),  Route carried "on" structure: Other road ,  Year Built: 1900,  Status: Closed,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 154 (year 2032),  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: TR 313
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $77,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 923274,  Location: CITY OF TILTON- SW (Lat: 40.090269,  Lng: -87.649597),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 308 (year 2032),  Design Load: HS 15,  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: TR 302
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 923296,  Location: CITY OF TILTON (Lat: 40.087186,  Lng: -87.623111),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 2,150 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,413 (year 2032),  Design Load: HS 20,  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: ROSS LN(FAU 7011)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.635,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 923302,  Location: 2 MI E BELGIUM (Lat: 40.064956,  Lng: -87.596486),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 411 (year 2032),  Design Load: HS 20,  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: FAS 504(TR 501)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 923337,  Location: CITY OF TILTON (Lat: 40.093856,  Lng: -87.637719),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 625 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,003 (year 2032),  Design Load: HS 20,  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: KING ST(MS 8190)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 926018,  Location: S SIDE OF TILTON (Lat: 40.093203,  Lng: -87.640319),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,489 (year 2032),  Features Intersected: GRAPE CR,  Facility Carried by Structure: WASH. ST(MS 8160)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $104,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 926019,  Location: SW SIDE OF TILTON (Lat: 40.099836,  Lng: -87.647756),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,050 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,362 (year 2032),  Design Load: HS 20,  Features Intersected: 8TH ST(MS 4070A),  Facility Carried by Structure: "G" ST(FAU 7026)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92602,  Location: SW SIDE OF TILTON (Lat: 40.099169,  Lng: -87.647072),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,050 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,362 (year 2032),  Design Load: HS 20,  Features Intersected: N&S RR,  Facility Carried by Structure: "G" ST(FAU 7026)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Very good,  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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 926022,  Location: S END OF TILTON (Lat: 40.092494,  Lng: -87.642114),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 26 (year 2032),  Features Intersected: GRAPE CREEK,  Facility Carried by Structure: KEEGAN ST(MS 4160)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 926024,  Location: TILTON-EMERSON ST. (Lat: 40.094311,  Lng: -87.645022),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 900 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,722 (year 2032),  Design Load: HS 20,  Features Intersected: CNRL RR,  Facility Carried by Structure: FAU 7026(EMERSON S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 926035,  Location: 14TH ST/N&S RR (Lat: 40.101714,  Lng: -87.642956),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 2,400 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,232 (year 2032),  Design Load: HS 20,  Features Intersected: N&S RR,  Facility Carried by Structure: FAU 7010(14TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.7m (87.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 926036,  Location: 14TH OVER MAYFIELD (Lat: 40.101711,  Lng: -87.644358),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 2,400 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,232 (year 2032),  Design Load: HS 20,  Features Intersected: MS# 8122 (NO NAME),  Facility Carried by Structure: FAU 7010(14TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 926037,  Location: 14TH ST @ TILTON (Lat: 40.101700,  Lng: -87.645328),  Route carried "on" structure: Other road ,  Year Built: 2002,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 3,450 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 565 (year 2032),  Design Load: HS 20,  Features Intersected: CSX RR,  Facility Carried by Structure: FAU 7009(CH 7) 5TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.256,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: 920008,  Location: IN TILTON (Lat: 40.104669,  Lng: -87.654169),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,710 (year 2019),  Truck Traffic: 15%,  Features Intersected: N&S & FAU 7026(L ST),  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 920009,  Location: IN TILTON (Lat: 40.104269,  Lng: -87.654089),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,710 (year 2019),  Truck Traffic: 15%,  Features Intersected: N&S & FAU 7026(L ST),  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.4m (73.5ft)

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Structure Number: 92001,  Location: IN TILTON (Lat: 40.104747,  Lng: -87.649519),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2019),  Truck Traffic: 10%,  Features Intersected: "G" ST(FAU 7026),  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 920011,  Location: IN TILTON (Lat: 40.104569,  Lng: -87.649525),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2019),  Truck Traffic: 10%,  Features Intersected: "G" ST(FAU 7026),  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 920012,  Location: IN TILTON (Lat: 40.104800,  Lng: -87.645781),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 3%,  Features Intersected: CNRL & FR1563 & 1611,  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 920012,  Location: IN TILTON (Lat: 40.104792,  Lng: -87.646283),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 44%,  Features Intersected: CNRL & FR1563 & 1611,  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 920013,  Location: IN TILTON (Lat: 40.104981,  Lng: -87.645825),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 3%,  Features Intersected: CNRL & FR1563 & 1611,  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 920013,  Location: IN TILTON (Lat: 40.104836,  Lng: -87.646292),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 44%,  Features Intersected: CNRL & FR1563 & 1611,  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 920038,  Location: S OF DANVILLE (Lat: 40.104942,  Lng: -87.635983),  Route carried "under" structure: Interstate 74,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 27,200 (year 2021),  Truck Traffic: 30%,  Features Intersected: I-74 & CD16.23/16.33,  Facility Carried by Structure: IL.1/US 150(FAP 33
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 347.882,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 920038,  Location: S OF DANVILLE (Lat: 40.104825,  Lng: -87.635981),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 11%,  Features Intersected: I-74 & CD16.23/16.33,  Facility Carried by Structure: IL.1/US 150(FAP 33
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.579,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 920038,  Location: S OF DANVILLE (Lat: 40.105233,  Lng: -87.635744),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-74 & CD16.23/16.33,  Facility Carried by Structure: IL.1/US 150(FAP 33
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.515,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 920039,  Location: AT S EDGE DANVILLE (Lat: 40.101764,  Lng: -87.635850),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2019),  Truck Traffic: 18%,  Features Intersected: 14TH ST(FAU 7010),  Facility Carried by Structure: IL 1 US 150 (FAP 3
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 920128,  Location: W OF TILTON (Lat: 40.104650,  Lng: -87.672550),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 21,200 (year 2021),  Truck Traffic: 38%,  Features Intersected: I-74,  Facility Carried by Structure: TR 300
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 344.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 920149,  Location: IN TILTON (Lat: 40.105181,  Lng: -87.639261),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-74&CD 16.23/16.33,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.789,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 920149,  Location: IN TILTON (Lat: 40.104783,  Lng: -87.639431),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-74&CD 16.23/16.33,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.274,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 920149,  Location: IN TILTON (Lat: 40.104900,  Lng: -87.639333),  Route carried "under" structure: Interstate 74,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 23,900 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-74&CD 16.23/16.33,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 347.593,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 92015,  Location: S OF DANVILLE (Lat: 40.104864,  Lng: -87.633650),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 11%,  Features Intersected: 74,CD16.23/.33,2RAMP,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.772,  Lanes under structure: 4,  Material/Design: Steel continuous,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 92015,  Location: S OF DANVILLE (Lat: 40.104997,  Lng: -87.632058),  Route carried "under" structure: Interstate 74,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 27,200 (year 2021),  Truck Traffic: 30%,  Features Intersected: 74,CD16.23/.33,2RAMP,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 348.092,  Lanes under structure: 4,  Material/Design: Steel continuous,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 92015,  Location: S OF DANVILLE (Lat: 40.104736,  Lng: -87.633642),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2021),  Truck Traffic: 10%,  Features Intersected: 74,CD16.23/.33,2RAMP,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.306,  Lanes under structure: 4,  Material/Design: Steel continuous,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 92015,  Location: S OF DANVILLE (Lat: 40.105358,  Lng: -87.633417),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 14%,  Features Intersected: 74,CD16.23/.33,2RAMP,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.064,  Lanes under structure: 4,  Material/Design: Steel continuous,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 92015,  Location: S OF DANVILLE (Lat: 40.105261,  Lng: -87.633547),  Route carried "under" structure: Other road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 9%,  Features Intersected: 74,CD16.23/.33,2RAMP,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.322,  Lanes under structure: 4,  Material/Design: Steel continuous,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 920204,  Location: IN TILTON (Lat: 40.104889,  Lng: -87.640081),  Route carried "under" structure: Interstate 74,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 23,900 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-74&CD16.23/16.33,  Facility Carried by Structure: FAU 7009(CH 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 347.544,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 920204,  Location: IN TILTON (Lat: 40.105161,  Lng: -87.639789),  Route carried "under" structure: Other road ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-74&CD16.23/16.33,  Facility Carried by Structure: FAU 7009(CH 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.837,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 920204,  Location: IN TILTON (Lat: 40.104769,  Lng: -87.640219),  Route carried "under" structure: Other road ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2021),  Truck Traffic: 13%,  Features Intersected: I-74&CD16.23/16.33,  Facility Carried by Structure: FAU 7009(CH 7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 926019,  Location: SW SIDE OF TILTON (Lat: 40.099669,  Lng: -87.647519),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Features Intersected: 8TH ST(MS 4070A),  Facility Carried by Structure: "G" ST(FAU 7026)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 926036,  Location: 14TH OVER MAYFIELD (Lat: 40.101739,  Lng: -87.644353),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 2019),  Truck Traffic: 8%,  Features Intersected: MS# 8122 (NO NAME),  Facility Carried by Structure: FAU 7010(14TH ST)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 929915,  Location: .5 MI N WESTVILLE (Lat: 40.076014,  Lng: -87.644628),  Route carried "under" structure: Other road ,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2019),  Truck Traffic: 9%,  Features Intersected: FAU 7012(SPELTER AV),  Facility Carried by Structure: CNRL RR
Minimum Vertical Clearance: 3.63m (11.91ft),  Kilometerpoint: 0.113,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.7m (22.0ft)