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

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Structure Number: 600018,  Location: 1.7 M E 159 (Lat: 38.713481,  Lng: -89.930081),  Route carried "on" structure: Interstate 55,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 22,650 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,783 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILSON HEIGHTS RD,  Facility Carried by Structure: FAI 70 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.942,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600019,  Location: 1.7 M E 159 (Lat: 38.713561,  Lng: -89.929847),  Route carried "on" structure: Interstate 55,  Year Built: 1958,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 22,650 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 21,783 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WILSON HEIGHTS RD,  Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.958,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600022,  Location: FAI 70 & FAI 55 (Lat: 38.748117,  Lng: -89.907078),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 12.77m (41.90ft),  Average Daily Traffic: 21,500 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 19,345 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 55 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.287,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600023,  Location: 1.6 M E FAI 55 (Lat: 38.755058,  Lng: -89.880517),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20,  Features Intersected: WENDELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Better than 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 600024,  Location: 1.6 M E FAI 55 (Lat: 38.755078,  Lng: -89.880342),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20,  Features Intersected: WENDELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.781,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.7 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 600025,  Location: 2.3 M W ILL 4 (Lat: 38.757681,  Lng: -89.841653),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.177,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $514,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 600026,  Location: 2.3 M W ILL 4 (Lat: 38.757722,  Lng: -89.841472),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.193,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $467,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $514,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 600027,  Location: 1.9 M W ILL 4 (Lat: 38.759544,  Lng: -89.835064),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MINIER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.773,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 600028,  Location: 1.9 M W ILL 4 (Lat: 38.759600,  Lng: -89.834889),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 16,250 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 14,681 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MINIER SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 600057,  Location: JCT I-55/70/270 "3I" (Lat: 38.752039,  Lng: -89.907061),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 15,264 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.206,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Cathodic Protection

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Structure Number: 600058,  Location: JCT I-55/70/270 "3I" (Lat: 38.752017,  Lng: -89.906772),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 15,264 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.287,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Cathodic Protection

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Structure Number: 600059,  Location: JCT FAI 55,70,270 (Lat: 38.751639,  Lng: -89.904117),  Route carried "on" structure: Interstate 270,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 15,264 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: FAI 70 WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.592,  Lanes on structure: 2,  Lanes under 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: 3,  Length of Maximum Span: 29.5m (96.8ft),  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: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600077,  Location: 1.6 M W ILL 4 (Lat: 38.716525,  Lng: -89.830236),  Route carried "on" structure: US 40,  Year Built: 1938,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 14.52m (47.64ft),  Average Daily Traffic: 9,400 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,169 (year 2032),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.487,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600173,  Location: .8MI E FAI 55,70,270 (Lat: 38.753231,  Lng: -89.893219),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 2,150 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,074 (year 2032),  Design Load: HS 15,  Features Intersected: FAI 70,  Facility Carried by Structure: TR 208 (RIGGIN RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  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: Good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 600174,  Location: 2.7 M W JCT 4 (Lat: 38.756822,  Lng: -89.848067),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 375 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 239 (year 2032),  Design Load: HS 15,  Features Intersected: FAI 70,  Facility Carried by Structure: OLD STAUNTN RD-TR2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 600177,  Location: 1/2 MI N I-270 (Lat: 38.759086,  Lng: -89.905500),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.20m (20.34ft),  Average Daily Traffic: 2,050 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,756 (year 2032),  Design Load: HS 15,  Features Intersected: FAI 55,  Facility Carried by Structure: TR277-MAPLE GROVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.2m (56.4ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.3 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 600182,  Location: 1.8 M E FAI 55 (Lat: 38.755925,  Lng: -89.874536),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,166 (year 2032),  Design Load: HS 15,  Features Intersected: FAI 70,  Facility Carried by Structure: CH 21 (STAUNTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $517,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 600267,  Location: 1/2 MI S OF 162 (Lat: 38.718500,  Lng: -89.917358),  Route carried "on" structure: US 40,  Year Built: 1996,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 14,100 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,522 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.859,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600338,  Location: W. OF TROY (Lat: 38.732281,  Lng: -89.912489),  Route carried "on" structure: State highway 162,  Year Built: 2012,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,098 (year 2032),  Design Load: HS 20,  Features Intersected: FAI 55/70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.633,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.2 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 603039,  Location: 6.9MI E COLLINSVILLE (Lat: 38.669433,  Lng: -89.843522),  Route carried "on" structure: County highway ,  Year Built: 1901,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 350 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 424 (year 2032),  Features Intersected: MILL CK,  Facility Carried by Structure: CH 32 LEBANON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603174,  Location: 4.0MI SE TROY (Lat: 38.678994,  Lng: -89.852375),  Route carried "on" structure: County highway ,  Year Built: 1915,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 477 (year 2032),  Features Intersected: MILL CR,  Facility Carried by Structure: TR 363
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.453,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603194,  Location: 1.3MI N TROY (Lat: 38.749794,  Lng: -89.874589),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,166 (year 2032),  Design Load: HS 20,  Features Intersected: WENDELL BR,  Facility Carried by Structure: CH 21 STAUNTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.325,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 603217,  Location: 4.0 MI SE TROY (Lat: 38.678708,  Lng: -89.856794),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 275 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 186 (year 2032),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: TR 228 BLACKJACK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 10.6m (34.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603228,  Location: 2.0 MI N TROY (Lat: 38.759014,  Lng: -89.882856),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,050 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,166 (year 2032),  Design Load: HS 20,  Features Intersected: WENDALL BR,  Facility Carried by Structure: MAPLE GROVE RD/TR2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.543,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603246,  Location: 2.5 MI NE TROY (Lat: 38.760608,  Lng: -89.840939),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 398 (year 2032),  Design Load: HS 20,  Features Intersected: SILVER CK,  Facility Carried by Structure: TR 234
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 2,  Owner: Town or Township 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: 20.1m (65.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $78,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603268,  Location: 2.5 MI SW OF TROY (Lat: 38.698200,  Lng: -89.923750),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 133 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO CANTEEN CK,  Facility Carried by Structure: TR 194/LONGHI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.722,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 88.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 603285,  Location: 1.5 MI S TROY (Lat: 38.692797,  Lng: -89.875792),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 8,150 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,540 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL RR,  Facility Carried by Structure: FAS 1937/TROY OFAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 15.5m (50.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 603308,  Location: 1/2 EAST TROY (Lat: 38.736842,  Lng: -89.862753),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 575 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 689 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO WENDELL CK,  Facility Carried by Structure: TR 281 LOWER MARIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: Town or Township 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: 18.0m (59.1ft),  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: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 603315,  Location: 1MI SE OF TROY (Lat: 38.702397,  Lng: -89.856694),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 186 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL RR,  Facility Carried by Structure: TR 228
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 47.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 603339,  Location: 1.0 MI NE TROY (Lat: 38.742856,  Lng: -89.853386),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 575 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 689 (year 2032),  Design Load: HS 20,  Features Intersected: WENDELL BRANCH,  Facility Carried by Structure: TR 281 LOWER MARIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  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: 10.7m (35.1ft),  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: Good,  Operating Rating: 61.2 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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 603349,  Location: 1 MI N. OF TROY (Lat: 38.745214,  Lng: -89.876139),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,968 (year 2032),  Features Intersected: TRIB TO WENDALL BR,  Facility Carried by Structure: STAUNTON RD CH 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.840,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 603354,  Location: 3.0MI SE TROY (Lat: 38.686439,  Lng: -89.856781),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 292 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: N FK MILL CK,  Facility Carried by Structure: TR 228 BLACKJACK R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  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: 18.3m (60.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

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: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 603355,  Location: 1.5 MI S Troy (Lat: 38.694753,  Lng: -89.890056),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 945 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Mill Creek,  Facility Carried by Structure: TR 343 Kirsch Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.977,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: 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: Better than 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 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6065,  Location: RIGGIN N OF IL 162 (Lat: 38.742144,  Lng: -89.894508),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,551 (year 2032),  Design Load: HS 20,  Features Intersected: TRIB TO SILVER CREEK,  Facility Carried by Structure: RIGGIN RD MSS 6048
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600018,  Location: 1.7 M E 159 (Lat: 38.713306,  Lng: -89.930081),  Route carried "under" structure: County highway ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 9%,  Features Intersected: WILSON HEIGHTS RD,  Facility Carried by Structure: FAI 70 EB
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 600019,  Location: 1.7 M E 159 (Lat: 38.713481,  Lng: -89.930081),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2016),  Truck Traffic: 9%,  Features Intersected: WILSON HEIGHTS RD,  Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 600022,  Location: FAI 70 & FAI 55 (Lat: 38.748972,  Lng: -89.907906),  Route carried "under" structure: Interstate 55,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 35,400 (year 2021),  Truck Traffic: 24%,  Features Intersected: FAI 55 NB & SB,  Facility Carried by Structure: FAI 70 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 30.722,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 600057,  Location: JCT I-55/70/270 "3I" (Lat: 38.752039,  Lng: -89.907061),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 35,400 (year 2021),  Truck Traffic: 24%,  Features Intersected: FAI 55,  Facility Carried by Structure: FAI 270 EB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 31.092,  Lanes on structure: 3,  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: 600058,  Location: JCT I-55/70/270 "3I" (Lat: 38.752392,  Lng: -89.906967),  Route carried "under" structure: Interstate 55,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 35,400 (year 2021),  Truck Traffic: 24%,  Features Intersected: FAI 55,  Facility Carried by Structure: FAI 270 WB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 31.156,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 600059,  Location: JCT FAI 55,70,270 (Lat: 38.751217,  Lng: -89.901036),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2021),  Truck Traffic: 28%,  Features Intersected: FAI 70 WB RAMP
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 30.866,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 600173,  Location: .8MI E FAI 55,70,270 (Lat: 38.753231,  Lng: -89.893219),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 33%,  Features Intersected: FAI 70,  Facility Carried by Structure: TR 208 (RIGGIN RD)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 31.591,  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: 600174,  Location: 2.7 M W JCT 4 (Lat: 38.756389,  Lng: -89.848069),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 33%,  Features Intersected: FAI 70,  Facility Carried by Structure: OLD STAUNTN RD-TR2
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 35.614,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 600177,  Location: 1/2 MI N I-270 (Lat: 38.759089,  Lng: -89.905136),  Route carried "under" structure: Interstate 55,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 35,400 (year 2021),  Truck Traffic: 24%,  Features Intersected: FAI 55,  Facility Carried by Structure: TR277-MAPLE GROVE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 31.896,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 600182,  Location: 1.8 M E FAI 55 (Lat: 38.755489,  Lng: -89.874531),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,500 (year 2021),  Truck Traffic: 33%,  Features Intersected: FAI 70,  Facility Carried by Structure: CH 21 (STAUNTON RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 33.313,  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: 600267,  Location: 1/2 MI S OF 162 (Lat: 38.718589,  Lng: -89.917506),  Route carried "under" structure: Interstate 55,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 42,900 (year 2021),  Truck Traffic: 27%,  Features Intersected: FAI 70,  Facility Carried by Structure: US 40 WB/EB
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 26.843,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)