Bridge Statistics for Porter, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 276ft / 83.7mTotal length
- $1,461,000Total costs
- 355,586Total average daily traffic
- 44,666Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Porter
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 161960-1969
- 21970-1979
- 11980-1989
- 11990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 21970-1979
- 01980-1989
- 01990-1999
- 72000-2009
- 12010-2019
- Bridge Condition - Deck
- 17.6%Very good
- 52.9%Good
- 5.9%Satisfactory
- 11.8%Fair
- 5.9%Poor
- 5.9%Serious
- Bridge Condition - Superstructure
- 35.3%Very good
- 41.2%Good
- 5.9%Satisfactory
- 5.9%Fair
- 5.9%Poor
- 5.9%Serious
- Bridge Condition - Substructure
- 17.6%Very good
- 58.8%Good
- 11.8%Satisfactory
- 11.8%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 55.6%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
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Structure Number: 491, Location: 03.44 W US 27 (Lat: 40.547531, Lng: -85.026661), Route carried "on" structure: State highway 18, Year Built: 1986, Year Reconstructed: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,380 (year 2019), Truck Traffic: 44%, Average Future Daily Traffic: 2,169 (year 2032), Design Load: HS 20, Features Intersected: LOUIS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 491, Location: 03.44 W US 27 (Lat: 40.547531, Lng: -85.026661), Route carried "on" structure: State highway 18, Year Built: 1986, Year Reconstructed: 2014, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,380 (year 2019), Truck Traffic: 44%, Average Future Daily Traffic: 2,169 (year 2032), Design Load: HS 20, Features Intersected: LOUIS DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.031, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 526, Location: 01.56 W SR 49 (Lat: 41.622161, Lng: -87.087411), Route carried "on" structure: US 20, Year Built: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 7,745 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,270 (year 2030), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.456, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 526, Location: 01.56 W SR 49 (Lat: 41.622161, Lng: -87.087411), Route carried "on" structure: US 20, Year Built: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 7,745 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,270 (year 2030), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.456, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1813, Location: 00.05 N US 12 (Lat: 41.644311, Lng: -87.062600), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2021, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 1,191 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,090 (year 2030), Design Load: H 20, Features Intersected: NICTD RR, TRAIL, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.852, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1813, Location: 00.05 N US 12 (Lat: 41.644311, Lng: -87.062600), Route carried "on" structure: State lands road , Year Built: 1930, Year Reconstructed: 2021, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 1,191 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,090 (year 2030), Design Load: H 20, Features Intersected: NICTD RR, TRAIL, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.852, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, 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: 491, Location: 01.36 E US 20 (Lat: 41.614550, Lng: -87.085250), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 32,678 (year 2013), Truck Traffic: 28%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.013, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 491, Location: 01.36 E US 20 (Lat: 41.614550, Lng: -87.085250), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 32,678 (year 2013), Truck Traffic: 28%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.013, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4911, Location: 01.36 E US 20 (Lat: 41.614569, Lng: -87.085581), Route carried "on" structure: Interstate 94, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.013, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4911, Location: 01.36 E US 20 (Lat: 41.614569, Lng: -87.085581), Route carried "on" structure: Interstate 94, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.013, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4912, Location: 01.56 E US 20 (Lat: 41.616711, Lng: -87.082250), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.335, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special 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: 4912, Location: 01.56 E US 20 (Lat: 41.616711, Lng: -87.082250), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.335, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special 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: 4913, Location: 01.56 E US 20 (Lat: 41.616700, Lng: -87.082633), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.335, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4913, Location: 01.56 E US 20 (Lat: 41.616700, Lng: -87.082633), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.335, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4914, Location: 01.67 W SR 49 (Lat: 41.620661, Lng: -87.076981), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 265 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 373 (year 2030), Design Load: HS 20, Features Intersected: I-94 EB/WB, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 4914, Location: 01.67 W SR 49 (Lat: 41.620661, Lng: -87.076981), Route carried "on" structure: City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 265 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 373 (year 2030), Design Load: HS 20, Features Intersected: I-94 EB/WB, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Other Special Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4915, Location: 01.54 W SR 49 (Lat: 41.621819, Lng: -87.075111), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.155, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4915, Location: 01.54 W SR 49 (Lat: 41.621819, Lng: -87.075111), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.155, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4916, Location: 01.54 W SR 49 (Lat: 41.621939, Lng: -87.075281), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.155, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4916, Location: 01.54 W SR 49 (Lat: 41.621939, Lng: -87.075281), Route carried "on" structure: Interstate 94, Year Built: 1969, Year Reconstructed: 2014, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 28,677 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 57,126 (year 2030), Design Load: HS 20+Mod, Features Intersected: LITTLE CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.155, Lanes on structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4917, Location: 01.12 W SR 49 (Lat: 41.623900, Lng: -87.067300), Route carried "on" structure: Alternate City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 5,763 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,119 (year 2030), Design Load: HS 20, Features Intersected: I-94 EB/WB, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
Structure Number: 4917, Location: 01.12 W SR 49 (Lat: 41.623900, Lng: -87.067300), Route carried "on" structure: Alternate City street , Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 5,763 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,119 (year 2030), Design Load: HS 20, Features Intersected: I-94 EB/WB, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, 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: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
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Structure Number: 6016, Location: 00.00 DUNES STATE PARK (Lat: 41.656650, Lng: -87.057481), Route carried "on" structure: ServiceState lands road , Year Built: 1934, Year Reconstructed: 1950, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 143 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 237 (year 2030), Design Load: HS 20, Features Intersected: DUNES CREEK, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6016, Location: 00.00 DUNES STATE PARK (Lat: 41.656650, Lng: -87.057481), Route carried "on" structure: ServiceState lands road , Year Built: 1934, Year Reconstructed: 1950, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 143 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 237 (year 2030), Design Load: HS 20, Features Intersected: DUNES CREEK, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76944, Location: 01.02 N I-94 (Lat: 41.635319, Lng: -87.058700), Route carried "on" structure: State highway 49, Year Built: 2010, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,060 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,130 (year 2030), Design Load: HS 25 or greater, Features Intersected: US 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.726, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.6m (11.8ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76944, Location: 01.02 N I-94 (Lat: 41.635319, Lng: -87.058700), Route carried "on" structure: State highway 49, Year Built: 2010, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,060 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,130 (year 2030), Design Load: HS 25 or greater, Features Intersected: US 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.726, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.6m (11.8ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 80021, Location: 00.65 N US 20 (Lat: 41.643631, Lng: -87.062561), Route carried "on" structure: State lands road , Year Built: 2011, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 920 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2030), Design Load: HL 93, Features Intersected: US 12, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.772, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 80021, Location: 00.65 N US 20 (Lat: 41.643631, Lng: -87.062561), Route carried "on" structure: State lands road , Year Built: 2011, Status: Open, Structure Length: 2.20m (7.22ft), Average Daily Traffic: 920 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,100 (year 2030), Design Load: HL 93, Features Intersected: US 12, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.772, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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 24 months, Inspection Date: November 2021, 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: 6400091, Location: 00.40 N BEAM ST. (Lat: 41.621811, Lng: -87.086747), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: MINERAL SPRING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $262,000, Total Project Cost: $1,461,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6400091, Location: 00.40 N BEAM ST. (Lat: 41.621811, Lng: -87.086747), Route carried "on" structure: City street , Year Built: 1964, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 760 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: MINERAL SPRING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $262,000, Total Project Cost: $1,461,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6400092, Location: 00.40 S US 20 (Lat: 41.622361, Lng: -87.076942), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2019, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 1,680 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,180 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6400092, Location: 00.40 S US 20 (Lat: 41.622361, Lng: -87.076942), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 2019, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 1,680 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,180 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), 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: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 640012, Location: 00.30 W JCT SR 2 (Lat: 41.303981, Lng: -87.204431), Route carried "on" structure: Alternate County highway 14, Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH COBBS CREEK, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 640012, Location: 00.30 W JCT SR 2 (Lat: 41.303981, Lng: -87.204431), Route carried "on" structure: Alternate County highway 14, Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 610 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,150 (year 2038), Design Load: HS 20, Features Intersected: BRANCH COBBS CREEK, Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 6400129, Location: 00.50 SE OAK HILL RD (Lat: 41.622461, Lng: -87.094611), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: HOWE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6400129, Location: 00.50 SE OAK HILL RD (Lat: 41.622461, Lng: -87.094611), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: LITTLE CALUMET RIVER, Facility Carried by Structure: HOWE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 525, Location: 01.91 E SR 149 (Lat: 41.615350, Lng: -87.093758), Route carried "under" structure: US 20, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 22,496 (year 2004), Truck Traffic: 10%, Features Intersected: US 20, Facility Carried by Structure: AMTRAK RR
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 11.539, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 525, Location: 01.91 E SR 149 (Lat: 41.615350, Lng: -87.093758), Route carried "under" structure: US 20, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 22,496 (year 2004), Truck Traffic: 10%, Features Intersected: US 20, Facility Carried by Structure: AMTRAK RR
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 11.539, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.6m (61.0ft)
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Structure Number: 1813, Location: 00.05 N US-12 (Lat: 41.644311, Lng: -87.062608), Route carried "under" structure: ServiceOther road , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 20 (year 2008), Truck Traffic: 1%, Features Intersected: CALUMET TRAIL, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.3m (40.4ft)
Structure Number: 1813, Location: 00.05 N US-12 (Lat: 41.644311, Lng: -87.062608), Route carried "under" structure: ServiceOther road , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 20 (year 2008), Truck Traffic: 1%, Features Intersected: CALUMET TRAIL, Facility Carried by Structure: OLD SR 49
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.3m (40.4ft)
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Structure Number: 4912, Location: 01.56 E US-20 (Lat: 41.616711, Lng: -87.082253), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 5%, Features Intersected: I-94 EB, Facility Carried by Structure: BEAM STREET
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
Structure Number: 4912, Location: 01.56 E US-20 (Lat: 41.616711, Lng: -87.082253), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 5%, Features Intersected: I-94 EB, Facility Carried by Structure: BEAM STREET
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
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Structure Number: 4913, Location: 01.56 E US-20 (Lat: 41.616700, Lng: -87.082633), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 10%, Features Intersected: I-94 WB, Facility Carried by Structure: BEAM STREET
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
Structure Number: 4913, Location: 01.56 E US-20 (Lat: 41.616700, Lng: -87.082633), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,185 (year 2004), Truck Traffic: 10%, Features Intersected: I-94 WB, Facility Carried by Structure: BEAM STREET
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
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Structure Number: 4914, Location: 01.67 W SR-49 (Lat: 41.620661, Lng: -87.076981), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 EBL, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 38.946, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 4914, Location: 01.67 W SR-49 (Lat: 41.620661, Lng: -87.076981), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 EBL, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 38.946, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 4914, Location: 01.67 W SR-49 (Lat: 41.620661, Lng: -87.076981), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 WBL, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 38.946, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 4914, Location: 01.67 W SR-49 (Lat: 41.620661, Lng: -87.076981), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 WBL, Facility Carried by Structure: WAGNER ROAD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 38.946, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 4917, Location: 01.12 W SR-49 (Lat: 41.623989, Lng: -87.067361), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 EBL, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 39.831, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 4917, Location: 01.12 W SR-49 (Lat: 41.623989, Lng: -87.067361), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 EBL, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 39.831, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 4917, Location: 01.12 W SR-49 (Lat: 41.623989, Lng: -87.067361), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 26,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 WBL, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 39.831, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 4917, Location: 01.12 W SR-49 (Lat: 41.623989, Lng: -87.067361), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 26,680 (year 2004), Truck Traffic: 20%, Features Intersected: I-94 WBL, Facility Carried by Structure: WAVERLY ROAD
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 39.831, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 76944, Location: 01.02 N I-94 (Lat: 41.635319, Lng: -87.058700), Route carried "under" structure: US 20, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 11,880 (year 2010), Truck Traffic: 3%, Features Intersected: US-20, Facility Carried by Structure: SR 49
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 15.305, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 76944, Location: 01.02 N I-94 (Lat: 41.635319, Lng: -87.058700), Route carried "under" structure: US 20, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 11,880 (year 2010), Truck Traffic: 3%, Features Intersected: US-20, Facility Carried by Structure: SR 49
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 15.305, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 80021, Location: 00.65 N US-20 (Lat: 41.643631, Lng: -87.062561), Route carried "under" structure: US 12, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 4,720 (year 2008), Truck Traffic: 12%, Features Intersected: US-12, Facility Carried by Structure: SR 49
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.259, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)
Structure Number: 80021, Location: 00.65 N US-20 (Lat: 41.643631, Lng: -87.062561), Route carried "under" structure: US 12, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 4,720 (year 2008), Truck Traffic: 12%, Features Intersected: US-12, Facility Carried by Structure: SR 49
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.259, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.5m (70.5ft)