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

Find on map >>   Show street view

Structure Number: 920003,  Location: 4 MI W OF DANVILLE (Lat: 40.127481,  Lng: -87.734214),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.11m (36.45ft),  Average Daily Traffic: 12,550 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 12,375 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MIDDLEFORK VERM RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 338.725,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 59.6 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $786,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 920004,  Location: 4 MI W OF DANVILLE (Lat: 40.127481,  Lng: -87.734019),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.11m (36.45ft),  Average Daily Traffic: 12,550 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 12,375 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MIDDLEFORK VERM RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 338.742,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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: 59.6 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $786,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 92005,  Location: 2.6 MI W OF DANVILLE (Lat: 40.117225,  Lng: -87.726294),  Route carried "on" structure: US 150,  Year Built: 1928,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 10.89m (35.73ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,646 (year 2032),  Design Load: HS 20,  Features Intersected: MIDDLEFORK VERM RIV
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 344.986,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 920075,  Location: 0.5 MI N OF OAKWOOD (Lat: 40.126631,  Lng: -87.778331),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 4,365 (year 2032),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: FAS 331
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 920125,  Location: 1.5 MI NE OF OAKWOOD (Lat: 40.127894,  Lng: -87.753753),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 334 (year 2032),  Design Load: HS 15,  Features Intersected: I-74,  Facility Carried by Structure: TR 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 920127,  Location: 1 MI W OF US 150 (Lat: 40.127481,  Lng: -87.728139),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 150 (year 2019),  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 15,  Features Intersected: I-74,  Facility Carried by Structure: TR 251 B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 920136,  Location: 2.5 MI NE FAIRMOUNT (Lat: 40.064622,  Lng: -87.784939),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2,450 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,286 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 512(CH 8)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Febuary 2021

Find on map >>   Show street view

Structure Number: 920167,  Location: 2 MI N OF OAKWOOD (Lat: 40.138678,  Lng: -87.778489),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,054 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 331
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.003,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 2020

Find on map >>   Show street view

Structure Number: 920177,  Location: 2.25 MI S OAKWOOD (Lat: 40.083181,  Lng: -87.780411),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,568 (year 2032),  Design Load: HS 20,  Features Intersected: SALT FORK,  Facility Carried by Structure: FAS 331(CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.199,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,193,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 920194,  Location: 3 MI W OF CATLIN (Lat: 40.065361,  Lng: -87.768525),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,450 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,286 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 512(CH 8)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.031,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 922008,  Location: 1.75 MI N OF OAKWOOD (Lat: 40.142081,  Lng: -87.776839),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,541 (year 2032),  Design Load: HS 20,  Features Intersected: GLENBURN CREEK,  Facility Carried by Structure: FAS 331
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 923086,  Location: 2.5 MI NE FAIRMOUNT (Lat: 40.080153,  Lng: -87.809414),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61 (year 2032),  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: TR 84 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  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

Find on map >>   Show street view

Structure Number: 92312,  Location: 2.5 MI S NEWTOWN (Lat: 40.142053,  Lng: -87.769519),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61 (year 2032),  Features Intersected: GLENBURN CREEK,  Facility Carried by Structure: TR 148
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 923171,  Location: 1 MI N OAKWOOD (Lat: 40.133950,  Lng: -87.779919),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 15,  Features Intersected: STREAM,  Facility Carried by Structure: TR 261
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.033,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 923342,  Location: 2 MI NE OAKWOOD (Lat: 40.138675,  Lng: -87.753308),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 334 (year 2032),  Design Load: HS 20,  Features Intersected: GLENBURN CREEK,  Facility Carried by Structure: TR 206
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 923412,  Location: 2.5 MI N OF OAKWOOD (Lat: 40.150811,  Lng: -87.790025),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61 (year 2032),  Design Load: HS 20,  Features Intersected: GLENBURN CREEK BR,  Facility Carried by Structure: TR 231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 12.0m (39.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 92342,  Location: 1 MI N OF OAKWOOD (Lat: 40.142058,  Lng: -87.772383),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 475 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 565 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GLENBURN CREEK,  Facility Carried by Structure: FAS 1507(TR 249)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 923426,  Location: 2.5 MI NE FAIRMOUNT (Lat: 40.079550,  Lng: -87.808411),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 61 (year 2032),  Design Load: HS 20,  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: TR 315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable 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

Find on map >>   Show street view

Structure Number: 923471,  Location: 3 MI NW OF CATLIN (Lat: 40.079614,  Lng: -87.769753),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 125 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 257 (year 2032),  Design Load: HS 20,  Features Intersected: SALT FORK TRIB,  Facility Carried by Structure: TR 317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 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: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 923472,  Location: 3.5 MI W OF CATLIN (Lat: 40.082869,  Lng: -87.766136),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 125 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 257 (year 2032),  Design Load: HS 20,  Features Intersected: SALT FORK TRIB,  Facility Carried by Structure: TR 317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 15.8m (51.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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

Find on map >>   Show street view

Structure Number: 923513,  Location: 2.5 MI W NEWTOWN (Lat: 40.166233,  Lng: -87.816494),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 75 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 77 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STREAM,  Facility Carried by Structure: TR 225
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

Find on map >>   Show street view

Structure Number: 923519,  Location: 5 mi West of Catlin (Lat: 40.076950,  Lng: -87.800469),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 51 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Jordan Creek,  Facility Carried by Structure: TR 315
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 926003,  Location: In Oakwood (Lat: 40.103458,  Lng: -87.771275),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 325 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 25 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Trib. of Salt Fork,  Facility Carried by Structure: Kelly Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  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: 24.0m (78.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 926006,  Location: IN OAKWOOD (Lat: 40.110900,  Lng: -87.778189),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,450 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,184 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: FAS 331 (CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 929903,  Location: KICKAPOO STATE PARK (Lat: 40.136900,  Lng: -87.746097),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 475 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 565 (year 2032),  Design Load: HS 20,  Features Intersected: MID FK VERMILION RIV,  Facility Carried by Structure: FAS 1507
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 929904,  Location: KICKAPOO STATE PARK (Lat: 40.122800,  Lng: -87.735439),  Route carried "on" structure: Other road ,  Year Built: 1900,  Status: Closed,  Structure Length: 7.30m (23.95ft),  Average Daily Traffic: 25 (year 2017),  Average Future Daily Traffic: 30 (year 2032),  Features Intersected: MID FK VERMILION RIV,  Facility Carried by Structure: OR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 8.05m (26.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $563,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 920003,  Location: 4 MI W OF DANVILLE (Lat: 40.127481,  Lng: -87.734019),  Route carried "under" structure: Other road ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Features Intersected: MIDDLEFORK VERM RIV,  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 920004,  Location: 4 MI W OF DANVILLE (Lat: 40.127278,  Lng: -87.734019),  Route carried "under" structure: Other road ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Features Intersected: MIDDLEFORK VERM RIV,  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 920075,  Location: 0.5 MI N OF OAKWOOD (Lat: 40.126631,  Lng: -87.778331),  Route carried "under" structure: Interstate 74,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 25,100 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: FAS 331
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 335.024,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>   Show street view

Structure Number: 920125,  Location: 1.5 MI NE OF OAKWOOD (Lat: 40.127531,  Lng: -87.753750),  Route carried "under" structure: Interstate 74,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 25,100 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: TR 206
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 337.116,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>   Show street view

Structure Number: 920127,  Location: 1 MI W OF US 150 (Lat: 40.127481,  Lng: -87.728139),  Route carried "under" structure: Interstate 74,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 25,100 (year 2021),  Truck Traffic: 32%,  Features Intersected: I-74,  Facility Carried by Structure: TR 251 B
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 339.305,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

Find on map >>   Show street view

Structure Number: 929909,  Location: S END KICKAPOO (Lat: 40.123503,  Lng: -87.721167),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 4%,  Features Intersected: TR 269 C,  Facility Carried by Structure: CNRL RR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.370,  Lanes under structure: 2,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Length of Maximum Span: 11.0m (36.1ft)