Bridge Statistics for Antioch, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 246ft / 74.5mTotal length
- $1,041,000Total costs
- 160,075Total average daily traffic
- 11,008Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Antioch
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 10.0%Very good
- 20.0%Good
- 70.0%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 30.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 60.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Satisfactory
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Structure Number: 6002, Location: 2.8 MI W JCT I-180 (Lat: 41.398133, Lng: -89.438422), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 10,500 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: US 34/FAU 5637
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 93.565, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 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 desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $689,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6002, Location: 2.8 MI W JCT I-180 (Lat: 41.398133, Lng: -89.438422), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2012, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 10,500 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 10,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: US 34/FAU 5637
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 93.565, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.4 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 desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.18m (13.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $689,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 490195, Location: 0.3 M E OF US 45 (Lat: 42.466131, Lng: -88.008950), Route carried "on" structure: State highway 173, Year Built: 2003, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 14,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,472 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.119, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 490195, Location: 0.3 M E OF US 45 (Lat: 42.466131, Lng: -88.008950), Route carried "on" structure: State highway 173, Year Built: 2003, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 14,800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 16,472 (year 2032), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.119, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 492001, Location: 0.5 M W OF IL 59 (Lat: 42.478389, Lng: -88.113239), Route carried "on" structure: State highway 173, Year Built: 1931, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 15,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,909 (year 2032), Features Intersected: SEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.090, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 492001, Location: 0.5 M W OF IL 59 (Lat: 42.478389, Lng: -88.113239), Route carried "on" structure: State highway 173, Year Built: 1931, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 15,200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,909 (year 2032), Features Intersected: SEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.090, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 493061, Location: 0.7M.W.OF IL-59 (Lat: 42.448011, Lng: -88.125147), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 8,150 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,127 (year 2032), Design Load: HS 20, Features Intersected: W-WAY INLET BLUFF LK, Facility Carried by Structure: GRASS LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 493061, Location: 0.7M.W.OF IL-59 (Lat: 42.448011, Lng: -88.125147), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 8,150 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,127 (year 2032), Design Load: HS 20, Features Intersected: W-WAY INLET BLUFF LK, Facility Carried by Structure: GRASS LAKE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 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 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 499005, Location: 0.3 MI E of US 45 (Lat: 42.480681, Lng: -88.011992), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 311 (year 2039), Design Load: HS 25 or greater, Features Intersected: Dutch Gap Canal, Facility Carried by Structure: Edward Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 499005, Location: 0.3 MI E of US 45 (Lat: 42.480681, Lng: -88.011992), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 311 (year 2039), Design Load: HS 25 or greater, Features Intersected: Dutch Gap Canal, Facility Carried by Structure: Edward Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior 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: 600187, Location: 1.1mi W of IL 255 (Lat: 38.906908, Lng: -90.084536), Route carried "on" structure: State highway 111, Year Built: 1973, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,222 (year 2032), Design Load: HS 20, Features Intersected: E Fork of Wood River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.575, Lanes on 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: 20.6m (67.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 600187, Location: 1.1mi W of IL 255 (Lat: 38.906908, Lng: -90.084536), Route carried "on" structure: State highway 111, Year Built: 1973, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,222 (year 2032), Design Load: HS 20, Features Intersected: E Fork of Wood River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.575, Lanes on 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: 20.6m (67.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 60019, Location: 1.1mi W of IL 255 (Lat: 38.906833, Lng: -90.084381), Route carried "on" structure: State highway 111, Year Built: 1973, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,222 (year 2032), Design Load: HS 20, Features Intersected: E Fork of Wood River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.559, Lanes on 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: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 60019, Location: 1.1mi W of IL 255 (Lat: 38.906833, Lng: -90.084381), Route carried "on" structure: State highway 111, Year Built: 1973, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,222 (year 2032), Design Load: HS 20, Features Intersected: E Fork of Wood River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.559, Lanes on 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: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 6002, Location: 1.35MI W IL3/143 JCT (Lat: 38.862039, Lng: -90.132219), Route carried "on" structure: State highway 143, Year Built: 1968, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 14,946 (year 2032), Design Load: HS 20, Features Intersected: POWER PLANT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6002, Location: 1.35MI W IL3/143 JCT (Lat: 38.862039, Lng: -90.132219), Route carried "on" structure: State highway 143, Year Built: 1968, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 14,946 (year 2032), Design Load: HS 20, Features Intersected: POWER PLANT ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 600201, Location: 1.27 M W ILL 3 (Lat: 38.861644, Lng: -90.130808), Route carried "on" structure: State highway 143, Year Built: 1967, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 14,946 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVERCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.0 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 600201, Location: 1.27 M W ILL 3 (Lat: 38.861644, Lng: -90.130808), Route carried "on" structure: State highway 143, Year Built: 1967, Status: Open, Structure Length: 25.97m (85.20ft), Average Daily Traffic: 10,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 14,946 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVERCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.0 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 600228, Location: W CL OF E ALTON (Lat: 38.883778, Lng: -90.121767), Route carried "on" structure: State highway 3, Year Built: 1984, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,264 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.045, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: 36.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600228, Location: W CL OF E ALTON (Lat: 38.883778, Lng: -90.121767), Route carried "on" structure: State highway 3, Year Built: 1984, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,264 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.045, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very 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: 36.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 600268, Location: W CITY LIMIT E ALTON (Lat: 38.883828, Lng: -90.121919), Route carried "on" structure: State highway 3, Year Built: 1992, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,264 (year 2032), Design Load: HS 20, Features Intersected: WOODRIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.061, Lanes on structure: 3, 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: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 600268, Location: W CITY LIMIT E ALTON (Lat: 38.883828, Lng: -90.121919), Route carried "on" structure: State highway 3, Year Built: 1992, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 20,900 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 15,264 (year 2032), Design Load: HS 20, Features Intersected: WOODRIVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.061, Lanes on structure: 3, 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: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6064, Location: 1.5 M S ILL 140 (Lat: 38.889428, Lng: -90.107931), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 2006, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 4,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,134 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVER, Facility Carried by Structure: POWDERMILL/ FAU 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 6064, Location: 1.5 M S ILL 140 (Lat: 38.889428, Lng: -90.107931), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 2006, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 4,350 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,134 (year 2032), Design Load: HS 20, Features Intersected: WOOD RIVER, Facility Carried by Structure: POWDERMILL/ FAU 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 609932, Location: .01 W MAIN ST (Lat: 38.881664, Lng: -90.114711), Route carried "under" structure: Other road , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,600 (year 2021), Truck Traffic: 6%, Features Intersected: FAU 8980, Facility Carried by Structure: CMW RAILROAD
Minimum Vertical Clearance: 30.40m (99.74ft), Kilometerpoint: 0.386, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 609932, Location: .01 W MAIN ST (Lat: 38.881664, Lng: -90.114711), Route carried "under" structure: Other road , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 13,600 (year 2021), Truck Traffic: 6%, Features Intersected: FAU 8980, Facility Carried by Structure: CMW RAILROAD
Minimum Vertical Clearance: 30.40m (99.74ft), Kilometerpoint: 0.386, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 28.7m (94.2ft)