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

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Structure Number: 613223,  Location: 2 MI E SALEM (Lat: 38.649606,  Lng: -88.890517),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 75 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 76 (year 2032),  Design Load: HS 20,  Features Intersected: BRUBAKER CREEK,  Facility Carried by Structure: TR-201
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 613225,  Location: 2 MI S SALEM (Lat: 38.587694,  Lng: -88.935047),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 75 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 76 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH CREEK,  Facility Carried by Structure: TR-277
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  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: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 613227,  Location: 1.5 MI N CARTTER (Lat: 38.564189,  Lng: -88.921619),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 125 (year 2017),  Average Future Daily Traffic: 51 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH CREEK,  Facility Carried by Structure: TR-278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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: 35.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 613234,  Location: 1.5 MI NE CARTTER (Lat: 38.562478,  Lng: -88.919789),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 75 (year 2017),  Truck Traffic: 19%,  Average Future Daily Traffic: 229 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH CREEK,  Facility Carried by Structure: TR-317
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 613236,  Location: 0.5 MI W SALEM (Lat: 38.643319,  Lng: -88.977050),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 750 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 508 (year 2032),  Design Load: HS 20,  Features Intersected: VERMILION CREEK,  Facility Carried by Structure: TR 218C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 613248,  Location: W EDGE TONTI (Lat: 38.663583,  Lng: -88.988944),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 425 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 254 (year 2032),  Design Load: HS 20,  Features Intersected: DAVIDSON CREEK,  Facility Carried by Structure: CH-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.139,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 613249,  Location: 1 MI N SALEM (Lat: 38.664075,  Lng: -88.924933),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 457 (year 2032),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: CH-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.691,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61326,  Location: 2 MI SE SALEM (Lat: 38.611231,  Lng: -88.901561),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 525 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 559 (year 2032),  Design Load: HS 20,  Features Intersected: BRUBAKER CREEK,  Facility Carried by Structure: CH-19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.867,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 613264,  Location: 0.5 MI N TONTI (Lat: 38.668686,  Lng: -88.981831),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 350 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 229 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB DAVISON CREEK,  Facility Carried by Structure: TR-218A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 613265,  Location: 4.5 MI S SALEM (Lat: 38.555706,  Lng: -88.973833),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 10 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 60 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB CROOKED CREEK,  Facility Carried by Structure: TR-222
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 61327,  Location: 1.5 MI SE SALEM (Lat: 38.606289,  Lng: -88.907461),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 350 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 178 (year 2032),  Design Load: HS 20,  Features Intersected: BRUBAKER CREEK,  Facility Carried by Structure: TR 249A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: 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 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 613273,  Location: 3 MI N SALEM (Lat: 38.678481,  Lng: -88.947017),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 28%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: TR 181
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 613286,  Location: SE PART OF SALEM (Lat: 38.605847,  Lng: -88.933839),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 750 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 813 (year 2032),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: TR 249B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 613291,  Location: SALEM (Lat: 38.634819,  Lng: -88.949242),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 3,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,861 (year 2032),  Design Load: HS 20,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: FAU 8557/BOONE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.754,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018

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Structure Number: 613295,  Location: NE PART OF SALEM (Lat: 38.637586,  Lng: -88.931125),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 225 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 203 (year 2032),  Design Load: HS 20,  Features Intersected: CE & I RESERVOIR,  Facility Carried by Structure: FAU 8557
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 613303,  Location: 2 MI NE SALEM (Lat: 38.664056,  Lng: -88.908625),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 457 (year 2032),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: CH-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.091,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 61331,  Location: 2 MI S SALEM (Lat: 38.587619,  Lng: -88.949408),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 381 (year 2032),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: TR 254
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  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: 18.2m (59.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 613313,  Location: 3.5 mi N of Salem (Lat: 38.700081,  Lng: -88.973658),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 50 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 51 (year 2032),  Design Load: HS 20,  Features Intersected: Wills Cr,  Facility Carried by Structure: TR 226A Jezek Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.865,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 61332,  Location: 2.5 Mi S Rt. 50 (Lat: 38.586753,  Lng: -88.949406),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 525 (year 2038),  Design Load: HS 20,  Features Intersected: Crooked Crk Overflow,  Facility Carried by Structure: TR-254
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 615002,  Location: 3 MI S SELMAVILLE (Lat: 38.560022,  Lng: -89.006842),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,550 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,692 (year 2032),  Features Intersected: BRANCH CROOKED CREEK,  Facility Carried by Structure: FAS-791
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.807,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 615005,  Location: 2 MI W TONTI (Lat: 38.670183,  Lng: -89.014161),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 575 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 508 (year 2032),  Features Intersected: DAVIDSON CREEK,  Facility Carried by Structure: FAS-1787
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61501,  Location: 1.5 MI N SALEM (Lat: 38.663911,  Lng: -88.949519),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 825 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 508 (year 2032),  Design Load: H 15,  Features Intersected: N END SALEM RESERV0I,  Facility Carried by Structure: CH-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.566,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 615011,  Location: 4 MI W ALMA (Lat: 38.707258,  Lng: -88.989811),  Route carried "on" structure: County highway ,  Year Built: 1938,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 200 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 178 (year 2032),  Features Intersected: WILLS CREEK,  Facility Carried by Structure: FAS-790
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.975,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 615025,  Location: 4 MI W ALMA (Lat: 38.708331,  Lng: -88.990967),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 25 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 25 (year 2032),  Design Load: HS 20,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: TR-218A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2019,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 616004,  Location: SALEM (Lat: 38.631678,  Lng: -88.943706),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 650 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 762 (year 2032),  Design Load: HS 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: JEFFERSON AVE 7520
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 616005,  Location: SALEM (Lat: 38.630075,  Lng: -88.942739),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 610 (year 2032),  Design Load: HS 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: OLIVE STREET 2455A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 616009,  Location: SALEM (Lat: 38.641194,  Lng: -88.947272),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 686 (year 2032),  Design Load: HS 20,  Features Intersected: SALEM RESERVOIR DAM,  Facility Carried by Structure: FAU-8556
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610026,  Location: 1 MI N SALEM INT (Lat: 38.636600,  Lng: -88.972411),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 21,800 (year 2021),  Truck Traffic: 42%,  Features Intersected: FAI-57,  Facility Carried by Structure: BOONE ST RD (TR 19
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 188.562,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 610028,  Location: 3.5 MI S SALEM INT (Lat: 38.570900,  Lng: -88.964450),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 41%,  Features Intersected: FAI-57,  Facility Carried by Structure: NATION RD (CH 36)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 181.191,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 610042,  Location: 2.75 MI N SALEM INT (Lat: 38.663789,  Lng: -88.972461),  Route carried "under" structure: Interstate 57,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,800 (year 2021),  Truck Traffic: 42%,  Features Intersected: FAI-57,  Facility Carried by Structure: CH-20 TONTI RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 191.571,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 610043,  Location: 4.75 MI N SALEM INT (Lat: 38.692389,  Lng: -88.965533),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 21,800 (year 2021),  Truck Traffic: 42%,  Features Intersected: FAI-57,  Facility Carried by Structure: TOWNHOUSE RD(TR 15
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 194.935,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 610044,  Location: 1.5 MI S SALEM INT (Lat: 38.605547,  Lng: -88.968567),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 41%,  Features Intersected: FAI-57,  Facility Carried by Structure: CROSS ROAD (TR-249
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 185.086,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 610045,  Location: 2 MI N ILL 161 INT (Lat: 38.549050,  Lng: -88.964469),  Route carried "under" structure: Interstate 57,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2021),  Truck Traffic: 41%,  Features Intersected: FAI-57,  Facility Carried by Structure: LEVEE ROAD (TR 341
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 178.777,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 610053,  Location: SALEM INT (Lat: 38.624411,  Lng: -88.971881),  Route carried "under" structure: US 50,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 50 (FAP-99),  Facility Carried by Structure: FAI-57 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 128.808,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 610054,  Location: SALEM INT (Lat: 38.624367,  Lng: -88.972239),  Route carried "under" structure: US 50,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2021),  Truck Traffic: 11%,  Features Intersected: US-50,  Facility Carried by Structure: FAI-57 SB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 128.776,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 61008,  Location: SALEM (Lat: 38.627511,  Lng: -88.935750),  Route carried "under" structure: US 50,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 2021),  Truck Traffic: 13%,  Features Intersected: US 50,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 132.011,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)