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

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Structure Number: 250042,  Location: WATSON INT (Lat: 38.996319,  Lng: -88.589878),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,150 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,178 (year 2032),  Design Load: HS 20,  Features Intersected: FAI-57,  Facility Carried by Structure: FAS 2701
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 40.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 250053,  Location: 4 MI S SW TRI-LEVEL (Lat: 39.032836,  Lng: -88.586992),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 536 (year 2032),  Design Load: HS 15,  Features Intersected: FAI-57,  Facility Carried by Structure: FAS 1724
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb 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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $190,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 25006,  Location: 2 MI S SW TRI-LEVEL (Lat: 39.062281,  Lng: -88.581681),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 125 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 161 (year 2032),  Design Load: HS 15,  Features Intersected: FAI-57,  Facility Carried by Structure: TR-157
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.203,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb 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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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

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Structure Number: 250061,  Location: 5 MI S SW TRI-LEVEL (Lat: 39.018100,  Lng: -88.587131),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 134 (year 2032),  Design Load: HS 15,  Features Intersected: FAI-57,  Facility Carried by Structure: TR-215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb 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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 30.5 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: High priority of corrective action,  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

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Structure Number: 250071,  Location: .5 MI S WATSON INT (Lat: 38.991239,  Lng: -88.595469),  Route carried "on" structure: Interstate 57,  Year Built: 1963,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 52%,  Average Future Daily Traffic: 7,604 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE WABASH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.749,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 250072,  Location: .5 MI S WATSON INT (Lat: 38.991325,  Lng: -88.595344),  Route carried "on" structure: Interstate 57,  Year Built: 1963,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 9,900 (year 2021),  Truck Traffic: 52%,  Average Future Daily Traffic: 7,604 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE WABASH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 250083,  Location: 3 MI S ILL-37 JCT (Lat: 38.979808,  Lng: -88.544281),  Route carried "on" structure: US 45,  Year Built: 1977,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 3,300 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,320 (year 2032),  Design Load: HS 20,  Features Intersected: BIG SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.785,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 250089,  Location: 3 MI N MASON (Lat: 38.991006,  Lng: -88.587672),  Route carried "on" structure: State highway 37,  Year Built: 1981,  Status: Open,  Structure Length: 11.46m (37.60ft),  Average Daily Traffic: 2,050 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,410 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE WABASH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 242.505,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: 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: 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: 11.46m (37.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,546,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $1,804,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 25009,  Location: .5 MI E WATSON (Lat: 39.025033,  Lng: -88.558069),  Route carried "on" structure: State highway 37,  Year Built: 1984,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,641 (year 2032),  Design Load: HS 20,  Features Intersected: WEST SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 250092,  Location: 2 MI S ILL-37 JCT (Lat: 38.997053,  Lng: -88.544631),  Route carried "on" structure: US 45,  Year Built: 1989,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,123 (year 2032),  Design Load: HS 20,  Features Intersected: WEST SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 253018,  Location: 4 MI S FUNKHOUSER (Lat: 39.048814,  Lng: -88.636192),  Route carried "on" structure: County highway ,  Year Built: 1909,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 348 (year 2032),  Design Load: H 15,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: FAS-1710 (CH-6)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 253022,  Location: 1 MI E POLICE STA (Lat: 39.046319,  Lng: -88.529003),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,714 (year 2032),  Design Load: HS 15,  Features Intersected: SALT CREEK,  Facility Carried by Structure: FAS-1711 (CH-21)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 253023,  Location: 2 MI E POLICE STA (Lat: 39.042258,  Lng: -88.507839),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 1,600 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,714 (year 2032),  Design Load: HS 15,  Features Intersected: LITTLE SALT CREEK,  Facility Carried by Structure: FAS-1711 (CH-21)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 253103,  Location: 3 MI E WATSON (Lat: 39.016444,  Lng: -88.500467),  Route carried "on" structure: County highway ,  Year Built: 1909,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 321 (year 2032),  Features Intersected: BISHOP CREEK,  Facility Carried by Structure: TR-217
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 253166,  Location: 1.25 MI SE WATSON WY (Lat: 39.016942,  Lng: -88.524336),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 348 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: TR 217
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 253179,  Location: 2.5 MI S WATSON WYE (Lat: 38.987892,  Lng: -88.543239),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 214 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: TR-251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  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: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 25318,  Location: 4.25 MI WNW EBERLE (Lat: 38.972694,  Lng: -88.527500),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 214 (year 2032),  Design Load: HS 20,  Features Intersected: BISHOP CREEK,  Facility Carried by Structure: TR-267
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 17.9m (58.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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,  Waterway Adequacy: Equal to 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

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Structure Number: 253184,  Location: 0.5 MI N WATSON (Lat: 39.035225,  Lng: -88.562625),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 241 (year 2032),  Design Load: HS 20,  Features Intersected: WALKER CREEK,  Facility Carried by Structure: TR-174B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 17.9m (58.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  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: 38.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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

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Structure Number: 253199,  Location: 3.5 MI SW ELLIOTSTOW (Lat: 38.987097,  Lng: -88.519203),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 125 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 107 (year 2032),  Design Load: HS 20,  Features Intersected: BISHOP CREEK,  Facility Carried by Structure: TR-251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  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: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 253207,  Location: 2.5 MI W WATSON (Lat: 39.038547,  Lng: -88.617672),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 350 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 482 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE WABASH RIVER,  Facility Carried by Structure: FAS-1724 (CH-23)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: County 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: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 25004,  Location: 2.5 MI SW WATSON (Lat: 38.993728,  Lng: -88.585147),  Route carried "under" structure: State highway 37,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2021),  Truck Traffic: 9%,  Features Intersected: FAS 2701(ILL-37),  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 242.988,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 250042,  Location: WATSON INT (Lat: 38.996489,  Lng: -88.590142),  Route carried "under" structure: Interstate 57,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 52%,  Features Intersected: FAI-57,  Facility Carried by Structure: FAS 2701
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 242.393,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 250053,  Location: 4 MI S SW TRI-LEVEL (Lat: 39.032839,  Lng: -88.586861),  Route carried "under" structure: Interstate 57,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 52%,  Features Intersected: FAI-57,  Facility Carried by Structure: FAS 1724
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 246.464,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 25006,  Location: 2 MI S SW TRI-LEVEL (Lat: 39.062281,  Lng: -88.581681),  Route carried "under" structure: Interstate 57,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 52%,  Features Intersected: FAI-57
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 249.796,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 250061,  Location: 5 MI S SW TRI-LEVEL (Lat: 39.018100,  Lng: -88.587131),  Route carried "under" structure: Interstate 57,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 52%,  Features Intersected: FAI-57,  Facility Carried by Structure: TR-215
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 244.823,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 253112,  Location: 2 MI S WATSON (Lat: 38.996119,  Lng: -88.583400),  Route carried "under" structure: County highway ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 2018),  Truck Traffic: 3%,  Features Intersected: TR-243,  Facility Carried by Structure: ICG RR
Minimum Vertical Clearance: 3.20m (10.50ft),  Kilometerpoint: 0.435,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 7.0m (23.0ft)