Bridge Statistics for Dolton, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 341ft / 104mTotal length
- $15,001,000Total costs
- 1,154,900Total average daily traffic
- 97,572Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dolton
- No street view available for this location
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 51980-1989
- 31990-1999
- Bridge Condition - Deck
- 55.6%Satisfactory
- 44.4%Fair
- Bridge Condition - Superstructure
- 33.3%Satisfactory
- 11.1%Fair
- 33.3%Poor
- 22.2%Serious
- Bridge Condition - Substructure
- 77.8%Satisfactory
- 22.2%Fair
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Structure Number: 160157, Location: 6.9 M SE I-57 (Lat: 41.644103, Lng: -87.578561), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 146,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 179,426 (year 2032), Design Load: HS 20, Features Intersected: RR - IHB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.522, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.9m (111.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160157, Location: 6.9 M SE I-57 (Lat: 41.644103, Lng: -87.578561), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 146,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 179,426 (year 2032), Design Load: HS 20, Features Intersected: RR - IHB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.522, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.9m (111.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160158, Location: 1.3 M N IL 83 (Lat: 41.642122, Lng: -87.578572), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 24.23m (79.49ft), Average Daily Traffic: 73,400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 89,713 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 112.748, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.45m (83.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $5,852,000, Roadway Improvement Cost: $585,000, Total Project Cost: $8,778,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160158, Location: 1.3 M N IL 83 (Lat: 41.642122, Lng: -87.578572), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 24.23m (79.49ft), Average Daily Traffic: 73,400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 89,713 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 112.748, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.45m (83.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $5,852,000, Roadway Improvement Cost: $585,000, Total Project Cost: $8,778,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160159, Location: 1.3 M N IL 83 (Lat: 41.641981, Lng: -87.578572), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 24.23m (79.49ft), Average Daily Traffic: 73,400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 89,713 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 112.764, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160159, Location: 1.3 M N IL 83 (Lat: 41.641981, Lng: -87.578572), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 24.23m (79.49ft), Average Daily Traffic: 73,400 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 89,713 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 112.764, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 76.2m (250.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16016, Location: 1 M N IL 83 (Lat: 41.637736, Lng: -87.578547), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 146,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 179,426 (year 2032), Design Load: HS 20, Features Intersected: RR - IHB & CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.246, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 35.6m (116.8ft), Out-to-Out Width: 37.6m (123.4ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 66.7 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.68m (41.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,346,000, Roadway Improvement Cost: $235,000, Total Project Cost: $3,872,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16016, Location: 1 M N IL 83 (Lat: 41.637736, Lng: -87.578547), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 146,800 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 179,426 (year 2032), Design Load: HS 20, Features Intersected: RR - IHB & CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.246, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 35.6m (116.8ft), Out-to-Out Width: 37.6m (123.4ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 66.7 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.68m (41.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,346,000, Roadway Improvement Cost: $235,000, Total Project Cost: $3,872,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160161, Location: 0.8 M N IL 83 (Lat: 41.634467, Lng: -87.578539), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 136,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 171,907 (year 2032), Design Load: HS 20, Features Intersected: DOLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.633, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.6m (116.8ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 35.6m (116.8ft), Out-to-Out Width: 37.6m (123.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 48.6 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160161, Location: 0.8 M N IL 83 (Lat: 41.634467, Lng: -87.578539), Route carried "on" structure: Interstate 94, Year Built: 1949, Year Reconstructed: 1993, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 136,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 171,907 (year 2032), Design Load: HS 20, Features Intersected: DOLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.633, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.6m (116.8ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 35.6m (116.8ft), Out-to-Out Width: 37.6m (123.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 48.6 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $968,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,598,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160162, Location: 0.9 M S IL 83 (Lat: 41.609611, Lng: -87.580411), Route carried "on" structure: Interstate 94, Year Built: 1947, Year Reconstructed: 1981, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 129,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 144,715 (year 2032), Design Load: HS 20, Features Intersected: GREENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.385, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160162, Location: 0.9 M S IL 83 (Lat: 41.609611, Lng: -87.580411), Route carried "on" structure: Interstate 94, Year Built: 1947, Year Reconstructed: 1981, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 129,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 144,715 (year 2032), Design Load: HS 20, Features Intersected: GREENWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.385, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.7m (117.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 69.0 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160914, Location: 0.5 M S IL 83 (Lat: 41.615478, Lng: -87.578992), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1990, Status: Temporarily open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,446 (year 2032), Design Load: HS 20+Mod, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: 154TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 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, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160914, Location: 0.5 M S IL 83 (Lat: 41.615478, Lng: -87.578992), Route carried "on" structure: Other road , Year Built: 1946, Year Reconstructed: 1990, Status: Temporarily open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,446 (year 2032), Design Load: HS 20+Mod, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: 154TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 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, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160956, Location: 8.3 M SE I-57 (Lat: 41.622700, Lng: -87.579353), Route carried "on" structure: State highway 83, Year Built: 1948, Year Reconstructed: 1990, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 31,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,398 (year 2032), Design Load: HS 20, Features Intersected: I- 94 BISHOP FORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $335,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160956, Location: 8.3 M SE I-57 (Lat: 41.622700, Lng: -87.579353), Route carried "on" structure: State highway 83, Year Built: 1948, Year Reconstructed: 1990, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 31,100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 27,398 (year 2032), Design Load: HS 20, Features Intersected: I- 94 BISHOP FORD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.546, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $335,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161068, Location: 0.1 M S IL 83 (Lat: 41.621008, Lng: -87.579036), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1990, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 13,750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,579 (year 2032), Design Load: H 20, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: MICHIGAN CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $418,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 161068, Location: 0.1 M S IL 83 (Lat: 41.621008, Lng: -87.579036), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1990, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 13,750 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,579 (year 2032), Design Load: H 20, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: MICHIGAN CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.313, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $35,000, Total Project Cost: $418,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 160161, Location: 0.8 M N IL 83 (Lat: 41.634369, Lng: -87.578542), Route carried "under" structure: Other road , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 6%, Features Intersected: DOLTON AVE, Facility Carried by Structure: I- 94 BISHOP FORD
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.740, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 160161, Location: 0.8 M N IL 83 (Lat: 41.634369, Lng: -87.578542), Route carried "under" structure: Other road , Year Built: 1949, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 6%, Features Intersected: DOLTON AVE, Facility Carried by Structure: I- 94 BISHOP FORD
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.740, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 160162, Location: 0.9 M S IL 83 (Lat: 41.609475, Lng: -87.580483), Route carried "under" structure: County highway , Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2018), Truck Traffic: 4%, Features Intersected: GREENWOOD AVE, Facility Carried by Structure: I- 94 BISHOP FORD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 3.653, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
Structure Number: 160162, Location: 0.9 M S IL 83 (Lat: 41.609475, Lng: -87.580483), Route carried "under" structure: County highway , Year Built: 1947, Structure Length: 0. m, Average Daily Traffic: 5,750 (year 2018), Truck Traffic: 4%, Features Intersected: GREENWOOD AVE, Facility Carried by Structure: I- 94 BISHOP FORD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 3.653, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
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Structure Number: 160914, Location: 0.5 M S IL 83 (Lat: 41.615478, Lng: -87.578992), Route carried "under" structure: Interstate 94, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 129,700 (year 2021), Truck Traffic: 10%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: 154TH ST
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 115.725, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 160914, Location: 0.5 M S IL 83 (Lat: 41.615478, Lng: -87.578992), Route carried "under" structure: Interstate 94, Year Built: 1946, Structure Length: 0. m, Average Daily Traffic: 129,700 (year 2021), Truck Traffic: 10%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: 154TH ST
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 115.725, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 160956, Location: 8.3 M SE I-57 (Lat: 41.622703, Lng: -87.579053), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 130,800 (year 2021), Truck Traffic: 11%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: IL 83 (SIBLEY BLV
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 114.936, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)
Structure Number: 160956, Location: 8.3 M SE I-57 (Lat: 41.622703, Lng: -87.579053), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 130,800 (year 2021), Truck Traffic: 11%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: IL 83 (SIBLEY BLV
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 114.936, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft)
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Structure Number: 161068, Location: 0.1 M S IL 83 (Lat: 41.621008, Lng: -87.579036), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 123,200 (year 2021), Truck Traffic: 11%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: MICHIGAN CITY RD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 115.113, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 161068, Location: 0.1 M S IL 83 (Lat: 41.621008, Lng: -87.579036), Route carried "under" structure: Interstate 94, Year Built: 1948, Structure Length: 0. m, Average Daily Traffic: 123,200 (year 2021), Truck Traffic: 11%, Features Intersected: I- 94 BISHOP FORD, Facility Carried by Structure: MICHIGAN CITY RD
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 115.113, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)