Bridge Statistics for Troy, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41900-1909
- 11910-1919
- 11930-1939
- 41950-1959
- 241960-1969
- 31970-1979
- 21980-1989
- 51990-1999
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 41980-1989
- 21990-1999
- Bridge Condition - Deck
- 9.4%Very good
- 56.3%Good
- 28.1%Satisfactory
- 3.1%Fair
- 3.1%Poor
- Bridge Condition - Superstructure
- 18.8%Very good
- 53.1%Good
- 12.5%Satisfactory
- 6.3%Fair
- 9.4%Poor
- Bridge Condition - Substructure
- 28.1%Very good
- 50.0%Good
- 18.8%Satisfactory
- 3.1%Poor
- Bridge Condition - Channel
- 40.0%Very good
- 20.0%Good
- 35.0%Satisfactory
- 5.0%Poor
- Bridge Condition - Culverts
- 50.0%Fair
- 50.0%Serious
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)
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)