Bridge Statistics for Maple Park, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 98ft / 29.5mTotal length
- 60,025Total average daily traffic
- 9,882Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Maple Park
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 11960-1969
- 61970-1979
- 11980-1989
- 32010-2019
- Bridge Condition - Deck
- 37.5%Very good
- 62.5%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 12.5%Serious
- Bridge Condition - Substructure
- 37.5%Very good
- 25.0%Good
- 37.5%Satisfactory
- Bridge Condition - Channel
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
Find on map >> Show street view
Structure Number: 19307, Location: 1500N 1745E (Lat: 41.850117, Lng: -88.612561), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,150 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,928 (year 2032), Design Load: HS 20, Features Intersected: YOUNG'S CREEK, Facility Carried by Structure: PERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19307, Location: 1500N 1745E (Lat: 41.850117, Lng: -88.612561), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,150 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,928 (year 2032), Design Load: HS 20, Features Intersected: YOUNG'S CREEK, Facility Carried by Structure: PERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 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: 194801, Location: 2190N 1570E (Lat: 41.949894, Lng: -88.647350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,169 (year 2032), Design Load: HS 20, Features Intersected: E BR KISHWAUKEE RV, Facility Carried by Structure: BARBER GREENE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 194801, Location: 2190N 1570E (Lat: 41.949894, Lng: -88.647350), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,169 (year 2032), Design Load: HS 20, Features Intersected: E BR KISHWAUKEE RV, Facility Carried by Structure: BARBER GREENE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 194807, Location: 2070N 1650E (Lat: 41.932569, Lng: -88.630372), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 211 (year 2032), Design Load: HS 20, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: HARTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 194807, Location: 2070N 1650E (Lat: 41.932569, Lng: -88.630372), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 211 (year 2032), Design Load: HS 20, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: HARTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 194808, Location: 2060N 1645E (Lat: 41.931314, Lng: -88.631869), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 542 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: PLEASANT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 194808, Location: 2060N 1645E (Lat: 41.931314, Lng: -88.631869), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 542 (year 2032), Design Load: HS 20+Mod, Features Intersected: UNION DRAINAGE DITCH, Facility Carried by Structure: PLEASANT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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 minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Find on map >> Show street view
Structure Number: 195101, Location: 1400N 1800E (Lat: 41.835619, Lng: -88.603411), Route carried "on" structure: County highway , Year Built: 1957, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 60 (year 2032), Design Load: HS 15, Features Intersected: E BR BIG ROCK CREEK, Facility Carried by Structure: TR-171 (OWENS RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.398, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.0 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: Better than present minimum criteria, 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 24 months, Inspection Date: April 2021
Structure Number: 195101, Location: 1400N 1800E (Lat: 41.835619, Lng: -88.603411), Route carried "on" structure: County highway , Year Built: 1957, Status: Posted for load, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 60 (year 2032), Design Load: HS 15, Features Intersected: E BR BIG ROCK CREEK, Facility Carried by Structure: TR-171 (OWENS RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.398, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 12.0 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: Better than present minimum criteria, 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 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 19511, Location: 1595N 1600E (Lat: 41.864203, Lng: -88.640364), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: BR. OF BATTLE CREEK, Facility Carried by Structure: HINCKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: Town or Township 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: March 2019
Structure Number: 19511, Location: 1595N 1600E (Lat: 41.864203, Lng: -88.640364), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: BR. OF BATTLE CREEK, Facility Carried by Structure: HINCKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: Town or Township 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: March 2019
Find on map >> Show street view
Structure Number: 199918, Location: 1 MI W KANE CO (Lat: 41.879464, Lng: -88.618997), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 723 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: KESLINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.380, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 199918, Location: 1 MI W KANE CO (Lat: 41.879464, Lng: -88.618997), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 723 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: KESLINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.380, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 453001, Location: 3.5 MI S MAPLE PARK (Lat: 41.854539, Lng: -88.601886), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 20, Features Intersected: YOUNG'S CREEK, Facility Carried by Structure: W. COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453001, Location: 3.5 MI S MAPLE PARK (Lat: 41.854539, Lng: -88.601886), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1981, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 20, Features Intersected: YOUNG'S CREEK, Facility Carried by Structure: W. COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 453066, Location: 2 MI N. OF IL 38 (Lat: 41.933722, Lng: -88.601389), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 2,150 (year 2014), Truck Traffic: 17%, Average Future Daily Traffic: 2,488 (year 2032), Design Load: HS 25 or greater, Features Intersected: Union Dr. Ditch #3, Facility Carried by Structure: FAS-97 (W CL Road)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 453066, Location: 2 MI N. OF IL 38 (Lat: 41.933722, Lng: -88.601389), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 2,150 (year 2014), Truck Traffic: 17%, Average Future Daily Traffic: 2,488 (year 2032), Design Load: HS 25 or greater, Features Intersected: Union Dr. Ditch #3, Facility Carried by Structure: FAS-97 (W CL Road)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 455529, Location: 0.1 MI S. BEITH RD (Lat: 41.924589, Lng: -88.561211), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 575 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 25 or greater, Features Intersected: VIRGIL DITCH NO. 1, Facility Carried by Structure: THATCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 455529, Location: 0.1 MI S. BEITH RD (Lat: 41.924589, Lng: -88.561211), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 575 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 25 or greater, Features Intersected: VIRGIL DITCH NO. 1, Facility Carried by Structure: THATCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 459953, Location: 0.6 MI N HARTER RD (Lat: 41.873100, Lng: -88.601669), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 20, Features Intersected: I-88 E.W.TOLL RD, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 459953, Location: 0.6 MI N HARTER RD (Lat: 41.873100, Lng: -88.601669), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 6.84m (22.44ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 20, Features Intersected: I-88 E.W.TOLL RD, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 199918, Location: 1 MI W KANE CO (Lat: 41.879464, Lng: -88.618997), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 23,200 (year 2020), Truck Traffic: 13%, Features Intersected: I-88, Facility Carried by Structure: KESLINGER RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 160.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 199918, Location: 1 MI W KANE CO (Lat: 41.879464, Lng: -88.618997), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 23,200 (year 2020), Truck Traffic: 13%, Features Intersected: I-88, Facility Carried by Structure: KESLINGER RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 160.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Find on map >> Show street view
Structure Number: 459953, Location: 0.6 MI N HARTER RD (Lat: 41.873067, Lng: -88.601481), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E.W.TOLL RD, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 162.427, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)
Structure Number: 459953, Location: 0.6 MI N HARTER RD (Lat: 41.873067, Lng: -88.601481), Route carried "under" structure: Interstate 88, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 23,100 (year 2020), Truck Traffic: 22%, Features Intersected: I-88 E.W.TOLL RD, Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 162.427, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)