Bridge Statistics for Glenwood, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 79ft / 24.5mTotal length
- $933,000Total costs
- 192,300Total average daily traffic
- 20,351Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Glenwood
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 51950-1959
- 11980-1989
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Good
- 55.6%Satisfactory
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Superstructure
- 11.1%Good
- 11.1%Satisfactory
- 55.6%Fair
- 22.2%Serious
- Bridge Condition - Substructure
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
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Structure Number: 160623, Location: 0.7 M S 183RD (Lat: 41.550431, Lng: -87.620047), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1999, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,450 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 4,944 (year 2032), Features Intersected: THORN CREEK, Facility Carried by Structure: VINCENNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 160623, Location: 0.7 M S 183RD (Lat: 41.550431, Lng: -87.620047), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1999, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,450 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 4,944 (year 2032), Features Intersected: THORN CREEK, Facility Carried by Structure: VINCENNES AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.392, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 160793, Location: 1.3 M NE of IL 1 (Lat: 41.544533, Lng: -87.626933), Route carried "on" structure: Other road , Year Built: 1921, Year Reconstructed: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,459 (year 2032), Features Intersected: BUTTERFIELD CREEK, Facility Carried by Structure: CHICAGO HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160793, Location: 1.3 M NE of IL 1 (Lat: 41.544533, Lng: -87.626933), Route carried "on" structure: Other road , Year Built: 1921, Year Reconstructed: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 7,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,459 (year 2032), Features Intersected: BUTTERFIELD CREEK, Facility Carried by Structure: CHICAGO HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160918, Location: 2.5 M S I-80 (Lat: 41.542611, Lng: -87.582739), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 6,450 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,283 (year 2032), Design Load: HS 20, Features Intersected: IL 394, Facility Carried by Structure: GLENWOOD LANSING R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Serious, 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160918, Location: 2.5 M S I-80 (Lat: 41.542611, Lng: -87.582739), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1991, Status: Open, Structure Length: 6.29m (20.64ft), Average Daily Traffic: 6,450 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,283 (year 2032), Design Load: HS 20, Features Intersected: IL 394, Facility Carried by Structure: GLENWOOD LANSING R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Serious, 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: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161037, Location: 2.4 M S I-80 (Lat: 41.544669, Lng: -87.582633), Route carried "on" structure: State highway 394, Year Built: 1954, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 71,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63,242 (year 2032), Design Load: H 20, Features Intersected: NORTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.247, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other
Structure Number: 161037, Location: 2.4 M S I-80 (Lat: 41.544669, Lng: -87.582633), Route carried "on" structure: State highway 394, Year Built: 1954, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 71,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63,242 (year 2032), Design Load: H 20, Features Intersected: NORTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.247, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Other
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Structure Number: 162417, Location: 1.5 miles NE of IL-1 (Lat: 41.547547, Lng: -87.625375), Route carried "on" structure: Other road , Year Built: 1982, Year Reconstructed: 2020, Status: Posted for load, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 7,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,459 (year 2032), Design Load: HS 20, Features Intersected: THORN CREEK, Facility Carried by Structure: CHICAGO HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 162417, Location: 1.5 miles NE of IL-1 (Lat: 41.547547, Lng: -87.625375), Route carried "on" structure: Other road , Year Built: 1982, Year Reconstructed: 2020, Status: Posted for load, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 7,350 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,459 (year 2032), Design Load: HS 20, Features Intersected: THORN CREEK, Facility Carried by Structure: CHICAGO HEIGHTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2021, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 163041, Location: 0.5 M S 183RD P2 (Lat: 41.556561, Lng: -87.595978), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,850 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,172 (year 2032), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 163041, Location: 0.5 M S 183RD P2 (Lat: 41.556561, Lng: -87.595978), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 1971, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,850 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 4,172 (year 2032), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 163045, Location: 0.9 M S 186th (Lat: 41.544389, Lng: -87.578050), Route carried "on" structure: Other road , Year Built: 1949, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,500 (year 2036), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: STONY ISLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 163045, Location: 0.9 M S 186th (Lat: 41.544389, Lng: -87.578050), Route carried "on" structure: Other road , Year Built: 1949, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,500 (year 2036), Design Load: HS 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: STONY ISLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 163079, Location: 0.5 M W I94 P2 (Lat: 41.520819, Lng: -87.590131), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 7,416 (year 2032), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: JOE ORR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 163079, Location: 0.5 M W I94 P2 (Lat: 41.520819, Lng: -87.590131), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 5,600 (year 2018), Truck Traffic: 33%, Average Future Daily Traffic: 7,416 (year 2032), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: JOE ORR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 163087, Location: 0.1 M S MAIN P2 (Lat: 41.542242, Lng: -87.611533), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 2,450 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 2,472 (year 2032), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 163087, Location: 0.1 M S MAIN P2 (Lat: 41.542242, Lng: -87.611533), Route carried "on" structure: Other road , Year Built: 1953, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 2,450 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 2,472 (year 2032), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $272,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 163109, Location: 1.25 N JOE ORR P2 (Lat: 41.536467, Lng: -87.597258), Route carried "on" structure: Other road , Year Built: 1932, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,489 (year 2032), Features Intersected: DEER CR, Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 163109, Location: 1.25 N JOE ORR P2 (Lat: 41.536467, Lng: -87.597258), Route carried "on" structure: Other road , Year Built: 1932, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 6,489 (year 2032), Features Intersected: DEER CR, Facility Carried by Structure: COTTAGE GROVE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160918, Location: 2.5 M S I-80 (Lat: 41.542611, Lng: -87.582617), Route carried "under" structure: State highway 394, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 71,100 (year 2020), Truck Traffic: 10%, Features Intersected: IL 394, Facility Carried by Structure: GLENWOOD LANSING R
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 19.070, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft)
Structure Number: 160918, Location: 2.5 M S I-80 (Lat: 41.542611, Lng: -87.582617), Route carried "under" structure: State highway 394, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 71,100 (year 2020), Truck Traffic: 10%, Features Intersected: IL 394, Facility Carried by Structure: GLENWOOD LANSING R
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 19.070, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft)