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

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Structure Number: 500003,  Location: 1.1 MI E JCT IL 251 (Lat: 41.369331,  Lng: -89.106161),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 12,750 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 13,683 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: E 3rd Road (MS 6100A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.500,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500004,  Location: 1.1 MI E JCT IL 251 (Lat: 41.369392,  Lng: -89.106072),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 12,750 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 13,683 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: E 3rd Road (MS 6100A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.516,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500007,  Location: 5.3 MI E JCT IL 251 (Lat: 41.367881,  Lng: -89.028719),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,202 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PECUMSAUGAN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.179,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $832,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,248,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500008,  Location: 5.3 MI E OF IL 251 (Lat: 41.367881,  Lng: -89.028533),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,700 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 17,202 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PECUMSAUGAN CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.195,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $827,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,241,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500017,  Location: 0.20 MI S OF US 6 (Lat: 41.325403,  Lng: -89.093672),  Route carried "on" structure: State highway 351,  Year Built: 1953,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 20.18m (66.21ft),  Average Daily Traffic: 4,750 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,149 (year 2032),  Design Load: HS 20,  Features Intersected: I & M CANAL Buzzi RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.33m (66.70ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,728,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,592,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500093,  Location: 3.2 ME JC 51 & I 80 (Lat: 41.368914,  Lng: -89.067661),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 726 (year 2032),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: CH 13 FAS 260
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.622,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 500094,  Location: 2.15 MI E OF IL 251 (Lat: 41.333311,  Lng: -89.081881),  Route carried "on" structure: US 6,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,768 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE VERMILION R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.177,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500115,  Location: 5.0 MI E OF ILL 251 (Lat: 41.353711,  Lng: -89.039242),  Route carried "on" structure: US 6,  Year Built: 1954,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 7,200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,433 (year 2032),  Design Load: H 20,  Features Intersected: PECUMSAGAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.699,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500125,  Location: 4.4 MI E OF IL 251 (Lat: 41.367839,  Lng: -89.048381),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 275 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 84 (year 2032),  Design Load: HS 15,  Features Intersected: FAI 80,  Facility Carried by Structure: MS 6460 (E 6TH RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500173,  Location: 3.5 MI N OF I-80 (Lat: 41.419364,  Lng: -89.058492),  Route carried "on" structure: Interstate 39,  Year Built: 1979,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 9,050 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,165 (year 2032),  Design Load: HS 20,  Features Intersected: TOMAHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 500174,  Location: 3.5 MI N OF I-80 (Lat: 41.419219,  Lng: -89.058494),  Route carried "on" structure: Interstate 39,  Year Built: 1979,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 9,050 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,165 (year 2032),  Design Load: HS 20,  Features Intersected: TOMAHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.772,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 500175,  Location: 3 MI N OF I-80 (Lat: 41.411831,  Lng: -89.058789),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 894 (year 2032),  Design Load: HS 20,  Features Intersected: I-39/US 51,  Facility Carried by Structure: FAS 1365 - CH 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.568,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 500176,  Location: 1 MILE NORTH OF I-80 (Lat: 41.382769,  Lng: -89.057661),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 223 (year 2032),  Design Load: HS 20,  Features Intersected: I-39/US 51,  Facility Carried by Structure: N 31ST RD (MS1998)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 500177,  Location: 2.55 MI W OF FAS 256 (Lat: 41.367878,  Lng: -89.059069),  Route carried "on" structure: Interstate 39,  Year Built: 1979,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 9,050 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,165 (year 2032),  Design Load: HS 20,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.091,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 500178,  Location: 2.56 MI W OF FAS 256 (Lat: 41.367781,  Lng: -89.059081),  Route carried "on" structure: Interstate 39,  Year Built: 1979,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 9,050 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 10,165 (year 2032),  Design Load: HS 20,  Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 96.075,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 500194,  Location: 1.0 Mile S. of I-80 (Lat: 41.353661,  Lng: -89.061889),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 375 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 614 (year 2032),  Design Load: HS 20,  Features Intersected: I-39/US 51,  Facility Carried by Structure: FAU 6124/N.29TH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500195,  Location: 2.74 MI E OF ILL 351 (Lat: 41.336494,  Lng: -89.071442),  Route carried "on" structure: US 6,  Year Built: 1986,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,433 (year 2032),  Design Load: HS 20,  Features Intersected: I-39/US 51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.094,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500196,  Location: 0.43 MI S OF US 6 (Lat: 41.331625,  Lng: -89.073675),  Route carried "on" structure: Interstate 39,  Year Built: 1985,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 19,100 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 19,436 (year 2032),  Design Load: HS 20,  Features Intersected: CONVEYOR BELT/PVT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.666,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50022,  Location: 2.1 MI E JCT IL 251 (Lat: 41.372086,  Lng: -89.091272),  Route carried "on" structure: Interstate 80,  Year Built: 1996,  Status: Closed,  Structure Length: 13.38m (43.90ft),  Average Daily Traffic: 14,350 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,806 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.820,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500221,  Location: 2.1MI E IL251 JCT (Lat: 41.372078,  Lng: -89.091081),  Route carried "on" structure: Interstate 80,  Year Built: 1996,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 13.51m (44.32ft),  Average Daily Traffic: 14,350 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,806 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE VERMILLION RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.836,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500228,  Location: .8 MI E OF IL 251JCT (Lat: 41.367050,  Lng: -89.109714),  Route carried "on" structure: Interstate 80,  Year Built: 1996,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 12,750 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 13,683 (year 2032),  Design Load: HS 20,  Features Intersected: FAU 6081 LASALLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.065,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 500229,  Location: .8 MI E JCT IL 251 (Lat: 41.366981,  Lng: -89.109861),  Route carried "on" structure: Interstate 80,  Year Built: 1996,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 12,750 (year 2019),  Truck Traffic: 43%,  Average Future Daily Traffic: 13,683 (year 2032),  Design Load: HS 20,  Features Intersected: FAU 6081 LASALLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.049,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 50023,  Location: 1.6 MI E JC ILL 251 (Lat: 41.372167,  Lng: -89.096861),  Route carried "on" structure: State highway 351,  Year Built: 2005,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 5,950 (year 2019),  Truck Traffic: 41%,  Average Future Daily Traffic: 7,372 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.743,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 502009,  Location: 0.05 M S of US 6 (Lat: 41.335778,  Lng: -89.071636),  Route carried "on" structure: Interstate 39,  Year Built: 1961,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 19,100 (year 2021),  Truck Traffic: 37%,  Average Future Daily Traffic: 22,692 (year 2032),  Design Load: HS 20,  Features Intersected: SE Half Conveyor B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.277,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 89.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $516,000

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Structure Number: 502017,  Location: .25 MI N OF US 6 (Lat: 41.337517,  Lng: -89.072506),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 1,825 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,040 (year 2032),  Design Load: HS 20,  Features Intersected: CONVEYOR BELT,  Facility Carried by Structure: FAU6121 & I-39 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 10039041,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 502018,  Location: 600 FT S OF US 6 (Lat: 41.335339,  Lng: -89.070936),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,452 (year 2032),  Design Load: HS 20,  Features Intersected: CONVEYOR BELT/PVT RD,  Facility Carried by Structure: FAI 39 RMP#15.90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Culverts: 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: 56.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50206,  Location: 2.69 M E of IL 351 (Lat: 41.336147,  Lng: -89.072172),  Route carried "on" structure: US 6,  Year Built: 1985,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 9,850 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,044 (year 2038),  Features Intersected: NW Half Conveyor B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.014,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 63.9m (209.6ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019,  Deck Structure Type: Other

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Structure Number: 503163,  Location: N 3179TH E 340 (Lat: 41.392981,  Lng: -89.099389),  Route carried "on" structure: County highway ,  Year Built: 1928,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: HS 20,  Features Intersected: L VERMILLION R,  Facility Carried by Structure: TR 255
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 503172,  Location: N 30TH E 410 (Lat: 41.367589,  Lng: -89.084317),  Route carried "on" structure: County highway ,  Year Built: 1965,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,005 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE VERMILLION R,  Facility Carried by Structure: TR 285
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $227,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 503587,  Location: N 33RD,E 415 (Lat: 41.411489,  Lng: -89.083081),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 525 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 838 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE VERMILION,  Facility Carried by Structure: CH 33 FAS 1365
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 503594,  Location: N 33RD E 515 (Lat: 41.411731,  Lng: -89.065269),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 894 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: FAS 1356 (CH33)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.069,  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: 30.3m (99.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 503604,  Location: E 5TH, N 3225 (Lat: 41.401447,  Lng: -89.068861),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 726 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TOMAHAWK CREEK,  Facility Carried by Structure: FAS 260 CH 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.033,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 506502,  Location: E OF UNION ST (Lat: 41.327894,  Lng: -89.083400),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 307 (year 2032),  Features Intersected: VERMILION RIVER,  Facility Carried by Structure: ROCKWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 20.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 12.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $566,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 500003,  Location: 1.1 MI E JCT IL 251 (Lat: 41.369069,  Lng: -89.106156),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 39%,  Features Intersected: E 3rd Road (MS 6100A),  Facility Carried by Structure: FAI-80 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 500004,  Location: 1.1 MI E JCT IL 251 (Lat: 41.369331,  Lng: -89.106161),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 39%,  Features Intersected: E 3rd Road (MS 6100A),  Facility Carried by Structure: FAI-80 WB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 500093,  Location: 3.2 ME JC 51 & I 80 (Lat: 41.368914,  Lng: -89.067661),  Route carried "under" structure: Interstate 80,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 28,700 (year 2019),  Truck Traffic: 39%,  Features Intersected: I-80,  Facility Carried by Structure: CH 13 FAS 260
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 125.847,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 500125,  Location: 4.4 MI E OF IL 251 (Lat: 41.367839,  Lng: -89.048381),  Route carried "under" structure: Interstate 80,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2021),  Truck Traffic: 25%,  Features Intersected: FAI 80,  Facility Carried by Structure: MS 6460 (E 6TH RD)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 127.489,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 500175,  Location: 3 MI N OF I-80 (Lat: 41.411831,  Lng: -89.058789),  Route carried "under" structure: Interstate 39,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-39/US 51,  Facility Carried by Structure: FAS 1365 - CH 33
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 100.951,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 500176,  Location: 1 MILE NORTH OF I-80 (Lat: 41.382769,  Lng: -89.057661),  Route carried "under" structure: Interstate 39,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-39/US 51,  Facility Carried by Structure: N 31ST RD (MS1998)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 97.717,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 500177,  Location: 2.55 MI W OF FAS 256 (Lat: 41.367783,  Lng: -89.058939),  Route carried "under" structure: Interstate 80,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-80,  Facility Carried by Structure: I-39NB/US 51NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 126.588,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 500178,  Location: 2.56 MI W OF FAS 256 (Lat: 41.367781,  Lng: -89.059081),  Route carried "under" structure: Interstate 80,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 31,400 (year 2021),  Truck Traffic: 25%,  Features Intersected: I-80,  Facility Carried by Structure: I-39 SB/US 51SB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 126.571,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 500194,  Location: 1.0 Mile S. of I-80 (Lat: 41.353661,  Lng: -89.061889),  Route carried "under" structure: Interstate 39,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 31%,  Features Intersected: I-39/US 51,  Facility Carried by Structure: FAU 6124/N.29TH RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 94.450,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 500195,  Location: 2.74 MI E OF ILL 351 (Lat: 41.336317,  Lng: -89.071339),  Route carried "under" structure: Interstate 39,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 19,100 (year 2021),  Truck Traffic: 37%,  Features Intersected: I-39/US 51,  Facility Carried by Structure: US 6 FAP 623
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 92.358,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 500228,  Location: .8 MI E OF IL 251JCT (Lat: 41.366981,  Lng: -89.109861),  Route carried "under" structure: Other road ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2021),  Truck Traffic: 8%,  Features Intersected: FAU 6081 LASALLE RD,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 500229,  Location: .8 MI E JCT IL 251 (Lat: 41.366892,  Lng: -89.109731),  Route carried "under" structure: Other road ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2021),  Truck Traffic: 8%,  Features Intersected: FAU 6081 LASALLE RD,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 3.717,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 50023,  Location: 1.6 MI E JC ILL 251 (Lat: 41.372289,  Lng: -89.096889),  Route carried "under" structure: Interstate 80,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 28,700 (year 2019),  Truck Traffic: 39%,  Features Intersected: FAI 80,  Facility Carried by Structure: ILL 351 ST. VINCEN
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 123.369,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)