Bridge Statistics for Orland Park, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 62ft / 19.4mTotal length
- 137,375Total average daily traffic
- 5,250Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Orland Park
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 11940-1949
- 21970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Poor
- Bridge Condition - Superstructure
- 16.7%Very good
- 66.7%Good
- 16.7%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Culverts
- 28.6%Excellent
- 14.3%Very good
- 14.3%Good
- 14.3%Satisfactory
- 28.6%Fair
Find on map >> Show street view
Structure Number: 161334, Location: 1.0 M W US 45 (Lat: 41.601017, Lng: -87.872264), Route carried "on" structure: US 6, Year Built: 2015, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 19,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 18,768 (year 2042), Design Load: HS 25 or greater, Features Intersected: MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.486, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Other
Structure Number: 161334, Location: 1.0 M W US 45 (Lat: 41.601017, Lng: -87.872264), Route carried "on" structure: US 6, Year Built: 2015, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 19,400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 18,768 (year 2042), Design Load: HS 25 or greater, Features Intersected: MARLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.486, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Other
Find on map >> Show street view
Structure Number: 161335, Location: 0.5 M W of Wolf Rd (Lat: 41.600494, Lng: -87.900800), Route carried "on" structure: State highway 7, Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,000 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,900 (year 2042), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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 48 months, Inspection Date: September 2018
Structure Number: 161335, Location: 0.5 M W of Wolf Rd (Lat: 41.600494, Lng: -87.900800), Route carried "on" structure: State highway 7, Year Built: 2015, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,000 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 8,900 (year 2042), Design Load: HS 25 or greater, Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.128, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 18.3m (60.0ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable 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 48 months, Inspection Date: September 2018
Find on map >> Show street view
Structure Number: 161419, Location: .1M S of US6 SW Hwy (Lat: 41.571825, Lng: -87.890639), Route carried "on" structure: Other road , Year Built: 1927, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,900 (year 2036), Features Intersected: MARLEY CRK S-XING, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 161419, Location: .1M S of US6 SW Hwy (Lat: 41.571825, Lng: -87.890639), Route carried "on" structure: Other road , Year Built: 1927, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 12,700 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 17,900 (year 2036), Features Intersected: MARLEY CRK S-XING, Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Find on map >> Show street view
Structure Number: 162847, Location: 3.9 M SE OF IL 83 (Lat: 41.636119, Lng: -87.853886), Route carried "on" structure: State highway 7, Year Built: 2007, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 14,400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 13,596 (year 2032), Design Load: HS 20, Features Intersected: US 45 (LA GRANGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.660, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.3m (99.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162847, Location: 3.9 M SE OF IL 83 (Lat: 41.636119, Lng: -87.853886), Route carried "on" structure: State highway 7, Year Built: 2007, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 14,400 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 13,596 (year 2032), Design Load: HS 20, Features Intersected: US 45 (LA GRANGE RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.660, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.3m (99.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 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: 163003, Location: 0.2 M N 167TH ST (Lat: 41.588647, Lng: -87.887492), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: MARLEY'S CREEK, Facility Carried by Structure: PAW PAW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 163003, Location: 0.2 M N 167TH ST (Lat: 41.588647, Lng: -87.887492), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: MARLEY'S CREEK, Facility Carried by Structure: PAW PAW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 163004, Location: 0.25 M N 167TH ST (Lat: 41.589300, Lng: -87.885108), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 386 (year 2032), Design Load: HS 20, Features Intersected: MARLEY'S CREEK, Facility Carried by Structure: STUART AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Structure Number: 163004, Location: 0.25 M N 167TH ST (Lat: 41.589300, Lng: -87.885108), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 386 (year 2032), Design Load: HS 20, Features Intersected: MARLEY'S CREEK, Facility Carried by Structure: STUART AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020
Find on map >> Show street view
Structure Number: 163219, Location: 1.64M.W.OF HARLEM AV (Lat: 41.616442, Lng: -87.826092), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 22,969 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: FAU 1603 (151st St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), 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: 19.6m (64.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: March 2021
Structure Number: 163219, Location: 1.64M.W.OF HARLEM AV (Lat: 41.616442, Lng: -87.826092), Route carried "on" structure: Other road , Year Built: 1948, Year Reconstructed: 1984, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 22,969 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: FAU 1603 (151st St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), 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: 19.6m (64.3ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 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: March 2021
Find on map >> Show street view
Structure Number: 163273, Location: .55M W OF WOLF RD (Lat: 41.564142, Lng: -87.900853), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,489 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: 179TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very 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: 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: June 2020
Structure Number: 163273, Location: .55M W OF WOLF RD (Lat: 41.564142, Lng: -87.900853), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,550 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 6,489 (year 2032), Design Load: HS 20, Features Intersected: MARLEY CREEK, Facility Carried by Structure: 179TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very 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: 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: June 2020
Find on map >> Show street view
Structure Number: 165003, Location: 0.5 M N 167TH (Lat: 41.593069, Lng: -87.881594), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,549 (year 2032), Design Load: H 15, Features Intersected: MARLEY CR, Facility Carried by Structure: 108TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2021
Structure Number: 165003, Location: 0.5 M N 167TH (Lat: 41.593069, Lng: -87.881594), Route carried "on" structure: Other road , Year Built: 1900, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 8,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,549 (year 2032), Design Load: H 15, Features Intersected: MARLEY CR, Facility Carried by Structure: 108TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: May 2021
Find on map >> Show street view
Structure Number: 166019, Location: 0.2 MI E 108TH AVE (Lat: 41.573992, Lng: -87.876728), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB C MARLEY CREEK, Facility Carried by Structure: DEER TRAIL COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 166019, Location: 0.2 MI E 108TH AVE (Lat: 41.573992, Lng: -87.876728), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB C MARLEY CREEK, Facility Carried by Structure: DEER TRAIL COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 167699, Location: 0.3M S. OF 151ST ST (Lat: 41.613192, Lng: -87.826222), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 515 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: TEE BROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 167699, Location: 0.3M S. OF 151ST ST (Lat: 41.613192, Lng: -87.826222), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 325 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 515 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: TEE BROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 1677, Location: SEE REMARKS (Lat: 41.609336, Lng: -87.827381), Route carried "on" structure: City street , Year Built: 1976, Year Reconstructed: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 524 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: WHEELER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.4 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1677, Location: SEE REMARKS (Lat: 41.609336, Lng: -87.827381), Route carried "on" structure: City street , Year Built: 1976, Year Reconstructed: 2017, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 524 (year 2032), Design Load: HS 20, Features Intersected: TINLEY CREEK, Facility Carried by Structure: WHEELER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.4 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: 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: 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: 167701, Location: 0.1 MI N 143RD (Lat: 41.631722, Lng: -87.900156), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 20, Features Intersected: LONG RUN CREEK, Facility Carried by Structure: CREEK CROSSING DRI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 167701, Location: 0.1 MI N 143RD (Lat: 41.631722, Lng: -87.900156), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2032), Design Load: HS 20, Features Intersected: LONG RUN CREEK, Facility Carried by Structure: CREEK CROSSING DRI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 162847, Location: 3.9 M SE OF IL 83 (Lat: 41.636011, Lng: -87.854011), Route carried "under" structure: US 45, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 37,100 (year 2021), Truck Traffic: 7%, Features Intersected: US 45 (LA GRANGE RD), Facility Carried by Structure: IL 7
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 582.776, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)
Structure Number: 162847, Location: 3.9 M SE OF IL 83 (Lat: 41.636011, Lng: -87.854011), Route carried "under" structure: US 45, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 37,100 (year 2021), Truck Traffic: 7%, Features Intersected: US 45 (LA GRANGE RD), Facility Carried by Structure: IL 7
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 582.776, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.3m (99.4ft)