Bridge Statistics for Alsip, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 38Number of bridges
- 417ft / 127mTotal length
- $8,479,000Total costs
- 804,850Total average daily traffic
- 108,547Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alsip
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 41930-1939
- 91950-1959
- 61960-1969
- 61970-1979
- 31980-1989
- 31990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- 21980-1989
- 61990-1999
- 12000-2009
- Bridge Condition - Deck
- 10.5%Very good
- 36.8%Good
- 47.4%Satisfactory
- 5.3%Fair
- Bridge Condition - Superstructure
- 10.5%Very good
- 36.8%Good
- 36.8%Satisfactory
- 10.5%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 5.3%Very good
- 52.6%Good
- 36.8%Satisfactory
- 5.3%Poor
- Bridge Condition - Channel
- 38.1%Very good
- 33.3%Good
- 19.0%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
- 7.7%Fair
Find on map >> Show street view
Structure Number: 15004, Location: 2 MI N QUINCY (Lat: 39.994144, Lng: -91.369303), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 775 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 881 (year 2032), Features Intersected: HOLMAN CR, Facility Carried by Structure: TR 269
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 15004, Location: 2 MI N QUINCY (Lat: 39.994144, Lng: -91.369303), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 775 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 881 (year 2032), Features Intersected: HOLMAN CR, Facility Carried by Structure: TR 269
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 150015, Location: 1.0 MI W CHARLESTON (Lat: 39.484097, Lng: -88.209325), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: Eastern IL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150015, Location: 1.0 MI W CHARLESTON (Lat: 39.484097, Lng: -88.209325), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: Eastern IL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 150016, Location: 1.0 MI W CHARLESTON (Lat: 39.484100, Lng: -88.209139), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: Eastern IL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150016, Location: 1.0 MI W CHARLESTON (Lat: 39.484100, Lng: -88.209139), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: Eastern IL RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.719, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 150017, Location: 0.5 MI W CHARLESTON (Lat: 39.484111, Lng: -88.207458), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.863, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.8m (94.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150017, Location: 0.5 MI W CHARLESTON (Lat: 39.484111, Lng: -88.207458), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.863, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.8m (94.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 150018, Location: 0.5 MI W CHARLESTON (Lat: 39.484114, Lng: -88.207272), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.8m (94.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150018, Location: 0.5 MI W CHARLESTON (Lat: 39.484114, Lng: -88.207272), Route carried "on" structure: State highway 16, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 14,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 8,806 (year 2032), Design Load: HS 20, Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.880, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 28.8m (94.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 150027, Location: 2.0 MI S CHARLESTON (Lat: 39.462994, Lng: -88.192747), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1983, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,350 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,123 (year 2032), Design Load: HS 20, Features Intersected: CASSEL CREEK, Facility Carried by Structure: FAU 7643
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150027, Location: 2.0 MI S CHARLESTON (Lat: 39.462994, Lng: -88.192747), Route carried "on" structure: Other road , Year Built: 1937, Year Reconstructed: 1983, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 2,350 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 3,123 (year 2032), Design Load: HS 20, Features Intersected: CASSEL CREEK, Facility Carried by Structure: FAU 7643
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 15004, Location: E EDGE CHARLESTON (Lat: 39.497533, Lng: -88.163278), Route carried "on" structure: Other road , Year Built: 1924, Year Reconstructed: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 2,662 (year 2032), Design Load: H 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: SBI 16(FAU 7620)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 15004, Location: E EDGE CHARLESTON (Lat: 39.497533, Lng: -88.163278), Route carried "on" structure: Other road , Year Built: 1924, Year Reconstructed: 1957, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,250 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 2,662 (year 2032), Design Load: H 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: SBI 16(FAU 7620)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 150067, Location: 2.5 MI S CHARLESTON (Lat: 39.457731, Lng: -88.146694), Route carried "on" structure: State highway 130, Year Built: 1981, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 5,581 (year 2032), Design Load: HS 20, Features Intersected: EMBARRAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.575, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 150067, Location: 2.5 MI S CHARLESTON (Lat: 39.457731, Lng: -88.146694), Route carried "on" structure: State highway 130, Year Built: 1981, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 5,500 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 5,581 (year 2032), Design Load: HS 20, Features Intersected: EMBARRAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 139.575, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 152015, Location: 700 FT S IL 316 (Lat: 39.495425, Lng: -88.163589), Route carried "on" structure: State highway 130, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,987 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.580, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 152015, Location: 700 FT S IL 316 (Lat: 39.495425, Lng: -88.163589), Route carried "on" structure: State highway 130, Year Built: 1979, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,750 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,987 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.580, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 155007, Location: S EDGE OF LOXA (Lat: 39.491639, Lng: -88.266539), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,485 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 82.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 155007, Location: S EDGE OF LOXA (Lat: 39.491639, Lng: -88.266539), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,485 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: CH 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 82.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 156002, Location: CHARLESTON N JACKSON (Lat: 39.493919, Lng: -88.181769), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,560 (year 2032), Design Load: HS 20+Mod, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: DIVISION ST(FAU 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 156002, Location: CHARLESTON N JACKSON (Lat: 39.493919, Lng: -88.181769), Route carried "on" structure: Other road , Year Built: 1976, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,200 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,560 (year 2032), Design Load: HS 20+Mod, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: DIVISION ST(FAU 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 156009, Location: CHARLESTON-HARRISON (Lat: 39.493967, Lng: -88.167553), Route carried "on" structure: Other road , Year Built: 1909, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2032), Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: 14TH ST(FAU 7649)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $9,000, Total Project Cost: $64,000
Structure Number: 156009, Location: CHARLESTON-HARRISON (Lat: 39.493967, Lng: -88.167553), Route carried "on" structure: Other road , Year Built: 1909, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 384 (year 2032), Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: 14TH ST(FAU 7649)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $9,000, Total Project Cost: $64,000
Find on map >> Show street view
Structure Number: 156011, Location: CHARLESTON SW SIDE (Lat: 39.470606, Lng: -88.195983), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: DOUGLAS ST(FAU 764
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Structure Number: 156011, Location: CHARLESTON SW SIDE (Lat: 39.470606, Lng: -88.195983), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 205 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: DOUGLAS ST(FAU 764
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018
Find on map >> Show street view
Structure Number: 156012, Location: CHARLESTON-MADISON (Lat: 39.493525, Lng: -88.186525), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,710 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: FAU 7641("E" ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 156012, Location: CHARLESTON-MADISON (Lat: 39.493525, Lng: -88.186525), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 4,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,710 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: FAU 7641("E" ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 156013, Location: W EDGE CHARLESTON (Lat: 39.491283, Lng: -88.192392), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 819 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: REYNOLDS DR(MS 854
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 156013, Location: W EDGE CHARLESTON (Lat: 39.491283, Lng: -88.192392), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 819 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: REYNOLDS DR(MS 854
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 156014, Location: CHARLESTON (Lat: 39.492106, Lng: -88.177175), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 3,050 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,328 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: FAU 7643(4TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other Coated Reinforcing
Structure Number: 156014, Location: CHARLESTON (Lat: 39.492106, Lng: -88.177175), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 3,050 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 3,328 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH, Facility Carried by Structure: FAU 7643(4TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Other Coated Reinforcing
Find on map >> Show street view
Structure Number: 15634, Location: E OF DIVISION AVE (Lat: 39.493667, Lng: -88.181578), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 563 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: FAU 7622-JACKSON S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Structure Number: 15634, Location: E OF DIVISION AVE (Lat: 39.493667, Lng: -88.181578), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 563 (year 2032), Design Load: HS 20, Features Intersected: TOWN BRANCH CREEK, Facility Carried by Structure: FAU 7622-JACKSON S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Find on map >> Show street view
Structure Number: 1599, Location: WEST SIDE CHARLESTON (Lat: 39.493608, Lng: -88.191297), Route carried "on" structure: Other road , Year Built: 1909, Status: Closed, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 819 (year 2032), Features Intersected: EI RR, Facility Carried by Structure: Reynolds Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $77,000, Total Project Cost: $755,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1599, Location: WEST SIDE CHARLESTON (Lat: 39.493608, Lng: -88.191297), Route carried "on" structure: Other road , Year Built: 1909, Status: Closed, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 819 (year 2032), Features Intersected: EI RR, Facility Carried by Structure: Reynolds Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2019, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $77,000, Total Project Cost: $755,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 16042, Location: 0.1 M N 127TH (Lat: 41.662794, Lng: -87.738747), Route carried "on" structure: State highway 50, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 43,500 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 21,270 (year 2032), Design Load: HS 20, Features Intersected: I-294 TRI STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.563, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 39.8m (130.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16042, Location: 0.1 M N 127TH (Lat: 41.662794, Lng: -87.738747), Route carried "on" structure: State highway 50, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 43,500 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 21,270 (year 2032), Design Load: HS 20, Features Intersected: I-294 TRI STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.563, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 39.8m (130.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160421, Location: 0.4 M S of 127th St (Lat: 41.655831, Lng: -87.738392), Route carried "on" structure: State highway 50, Year Built: 1938, Year Reconstructed: 2012, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 31,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 42,333 (year 2032), Design Load: HS 20, Features Intersected: CAL SAG CHANNEL
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 64.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 60.4m (198.2ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.52m (37.80ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160421, Location: 0.4 M S of 127th St (Lat: 41.655831, Lng: -87.738392), Route carried "on" structure: State highway 50, Year Built: 1938, Year Reconstructed: 2012, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 31,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 42,333 (year 2032), Design Load: HS 20, Features Intersected: CAL SAG CHANNEL
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 64.790, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 60.4m (198.2ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.52m (37.80ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,963,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160747, Location: 0.1 M S OF 123RD ST (Lat: 41.667603, Lng: -87.719383), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 25,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,883 (year 2032), Design Load: HS 20, Features Intersected: RR - CSXT, Facility Carried by Structure: PULAKSI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 65.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2017, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,580,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160747, Location: 0.1 M S OF 123RD ST (Lat: 41.667603, Lng: -87.719383), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 25,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,883 (year 2032), Design Load: HS 20, Features Intersected: RR - CSXT, Facility Carried by Structure: PULAKSI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 65.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2017, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,580,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160906, Location: 0.1 M W IL 50 (Lat: 41.661642, Lng: -87.739858), Route carried "on" structure: State highway 83, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 23,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,377 (year 2032), Design Load: HS 20, Features Intersected: I-294 TOLL RAMP, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.071, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160906, Location: 0.1 M W IL 50 (Lat: 41.661642, Lng: -87.739858), Route carried "on" structure: State highway 83, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 23,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,377 (year 2032), Design Load: HS 20, Features Intersected: I-294 TOLL RAMP, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.071, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.4m (96.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 160907, Location: 0.1 M E IL 50 (Lat: 41.661683, Lng: -87.737567), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 28,300 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 14,935 (year 2032), Design Load: HS 20, Features Intersected: I-294, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.990, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160907, Location: 0.1 M E IL 50 (Lat: 41.661683, Lng: -87.737567), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 28,300 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 14,935 (year 2032), Design Load: HS 20, Features Intersected: I-294, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.990, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.4m (76.8ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 35.4m (116.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Bridge Improvement Cost: $2,078,000, Roadway Improvement Cost: $208,000, Total Project Cost: $3,117,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 162429, Location: 0.3 M S 115TH ST (Lat: 41.679306, Lng: -87.738914), Route carried "on" structure: State highway 50, Year Built: 1970, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 40,600 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 42,436 (year 2032), Design Load: HS 20, Features Intersected: RR - CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.397, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 162429, Location: 0.3 M S 115TH ST (Lat: 41.679306, Lng: -87.738914), Route carried "on" structure: State highway 50, Year Built: 1970, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 40,600 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 42,436 (year 2032), Design Load: HS 20, Features Intersected: RR - CSXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.397, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.5m (103.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 162709, Location: .1M SO 127TH (Lat: 41.660806, Lng: -87.733786), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 9,300 (year 2020), Average Future Daily Traffic: 9,600 (year 2032), Features Intersected: SB I-294, Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 10294044, Subroute: 30), Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 53.7m (176.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162709, Location: .1M SO 127TH (Lat: 41.660806, Lng: -87.733786), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 9,300 (year 2020), Average Future Daily Traffic: 9,600 (year 2032), Features Intersected: SB I-294, Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 10294044, Subroute: 30), Owner: State Toll Authority, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 53.7m (176.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 162713, Location: AT PULASKI RD. (Lat: 41.669356, Lng: -87.719233), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 7,107 (year 2032), Features Intersected: STONEY CREEK, Facility Carried by Structure: 123RD ST & PULASKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 162713, Location: AT PULASKI RD. (Lat: 41.669356, Lng: -87.719233), Route carried "on" structure: Other road , Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 7,107 (year 2032), Features Intersected: STONEY CREEK, Facility Carried by Structure: 123RD ST & PULASKI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Find on map >> Show street view
Structure Number: 166279, Location: 0.20 MI N 123RD ST (Lat: 41.672519, Lng: -87.729297), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,550 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2037), Design Load: HS 20, Features Intersected: Stony Creek, Facility Carried by Structure: Kostner Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 166279, Location: 0.20 MI N 123RD ST (Lat: 41.672519, Lng: -87.729297), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,550 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2037), Design Load: HS 20, Features Intersected: Stony Creek, Facility Carried by Structure: Kostner Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16628, Location: 0.06 MI S 123RD ST (Lat: 41.668650, Lng: -87.717683), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Creek, Facility Carried by Structure: Springfield Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16628, Location: 0.06 MI S 123RD ST (Lat: 41.668650, Lng: -87.717683), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,300 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stoney Creek, Facility Carried by Structure: Springfield Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 26.5m (86.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 166281, Location: 0.1 MI N 127TH ST (Lat: 41.664144, Lng: -87.704700), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,600 (year 2032), Design Load: HS 20, Features Intersected: Stoney Creek, Facility Carried by Structure: Homan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 166281, Location: 0.1 MI N 127TH ST (Lat: 41.664144, Lng: -87.704700), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,600 (year 2032), Design Load: HS 20, Features Intersected: Stoney Creek, Facility Carried by Structure: Homan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 166513, Location: .04 mi S Benck Dr (Lat: 41.666758, Lng: -87.712614), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stony Creek, Facility Carried by Structure: 125th
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 166513, Location: .04 mi S Benck Dr (Lat: 41.666758, Lng: -87.712614), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2032), Design Load: HS 20+Mod, Features Intersected: Stony Creek, Facility Carried by Structure: 125th
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 169844, Location: 0.5 M S 127TH P26 (Lat: 41.654033, Lng: -87.726439), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 45,835 (year 2032), Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.124, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 169844, Location: 0.5 M S 127TH P26 (Lat: 41.654033, Lng: -87.726439), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 45,835 (year 2032), Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.124, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 169845, Location: 0.5 M S 127TH P26 (Lat: 41.653908, Lng: -87.726375), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 45,835 (year 2032), Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 169845, Location: 0.5 M S 127TH P26 (Lat: 41.653908, Lng: -87.726375), Route carried "on" structure: Interstate 294, Year Built: 1958, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 61,600 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 45,835 (year 2032), Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 159901, Location: STATE AVE-CHARLESTON (Lat: 39.497281, Lng: -88.184300), Route carried "under" structure: Other road , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 3%, Features Intersected: SBI 16(FAU 7619), Facility Carried by Structure: NICKEL PLATE RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.674, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 159901, Location: STATE AVE-CHARLESTON (Lat: 39.497281, Lng: -88.184300), Route carried "under" structure: Other road , Year Built: 1935, Structure Length: 0. m, Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 3%, Features Intersected: SBI 16(FAU 7619), Facility Carried by Structure: NICKEL PLATE RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.674, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.6m (47.9ft)
Find on map >> Show street view
Structure Number: 16042, Location: 0.1 M N 127TH (Lat: 41.662794, Lng: -87.738747), Route carried "under" structure: Interstate 294, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 124,400 (year 2020), Truck Traffic: 19%, Features Intersected: I-294 TRI STATE TOLL, Facility Carried by Structure: IL 50 (CICERO AVE
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 65.724, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 16042, Location: 0.1 M N 127TH (Lat: 41.662794, Lng: -87.738747), Route carried "under" structure: Interstate 294, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 124,400 (year 2020), Truck Traffic: 19%, Features Intersected: I-294 TRI STATE TOLL, Facility Carried by Structure: IL 50 (CICERO AVE
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 65.724, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Find on map >> Show street view
Structure Number: 160907, Location: 0.1 M E IL 50 (Lat: 41.661706, Lng: -87.736672), Route carried "under" structure: Interstate 294, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 124,400 (year 2020), Truck Traffic: 19%, Features Intersected: I-294, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 65.933, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Structure Number: 160907, Location: 0.1 M E IL 50 (Lat: 41.661706, Lng: -87.736672), Route carried "under" structure: Interstate 294, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 124,400 (year 2020), Truck Traffic: 19%, Features Intersected: I-294, Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 65.933, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.2m (131.9ft)
Find on map >> Show street view
Structure Number: 162709, Location: .1M SO 127TH (Lat: 41.660131, Lng: -87.733714), Route carried "under" structure: Interstate 294, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 123,200 (year 2020), Truck Traffic: 16%, Features Intersected: SB I-294, Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 66.223, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.7m (176.2ft)
Structure Number: 162709, Location: .1M SO 127TH (Lat: 41.660131, Lng: -87.733714), Route carried "under" structure: Interstate 294, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 123,200 (year 2020), Truck Traffic: 16%, Features Intersected: SB I-294, Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 66.223, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.7m (176.2ft)
Find on map >> Show street view
Structure Number: 169844, Location: 0.5 M S 127TH P26 (Lat: 41.654653, Lng: -87.726861), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 900 (year 2018), Truck Traffic: 5%, Features Intersected: 131ST ST, Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 169844, Location: 0.5 M S 127TH P26 (Lat: 41.654653, Lng: -87.726861), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 900 (year 2018), Truck Traffic: 5%, Features Intersected: 131ST ST, Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Find on map >> Show street view
Structure Number: 169845, Location: 0.5 M S 127TH P26 (Lat: 41.654653, Lng: -87.726764), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 900 (year 2018), Truck Traffic: 5%, Features Intersected: 131ST ST, Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 169845, Location: 0.5 M S 127TH P26 (Lat: 41.654653, Lng: -87.726764), Route carried "under" structure: City street , Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 900 (year 2018), Truck Traffic: 5%, Features Intersected: 131ST ST, Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)