Bridge Statistics for Huntley, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 174ft / 53.4mTotal length
- $620,000Total costs
- 376,675Total average daily traffic
- 63,981Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntley
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 21970-1979
- 11980-1989
- 31990-1999
- 42000-2009
- 112010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 33.3%Good
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 53.8%Very good
- 23.1%Good
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 84.6%Very good
- 7.7%Good
- 7.7%Fair
- Bridge Condition - Channel
- 6.7%Excellent
- 40.0%Very good
- 20.0%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 16.7%Fair
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Structure Number: 450236, Location: IL47 @ I90 (Lat: 42.122853, Lng: -88.432975), Route carried "on" structure: State highway 47, Year Built: 2012, Status: Open, Structure Length: 10.65m (34.94ft), Average Daily Traffic: 27,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 19,587 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.146, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 41.7m (136.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 450236, Location: IL47 @ I90 (Lat: 42.122853, Lng: -88.432975), Route carried "on" structure: State highway 47, Year Built: 2012, Status: Open, Structure Length: 10.65m (34.94ft), Average Daily Traffic: 27,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 19,587 (year 2032), Design Load: HS 25 or greater, Features Intersected: I- 90 ADAMS TOLL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.146, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 33 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 41.7m (136.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 453058, Location: 0.40 M N I-90 (Lat: 42.128225, Lng: -88.432883), Route carried "on" structure: State highway 47, Year Built: 1994, Year Reconstructed: 2013, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 27,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 24,499 (year 2032), Features Intersected: EAKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.774, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 453058, Location: 0.40 M N I-90 (Lat: 42.128225, Lng: -88.432883), Route carried "on" structure: State highway 47, Year Built: 1994, Year Reconstructed: 2013, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 27,500 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 24,499 (year 2032), Features Intersected: EAKIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.774, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 456026, Location: 150' W OF IL RTE 47 (Lat: 42.129014, Lng: -88.433564), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CREEK, Facility Carried by Structure: JIM DHAMER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
Structure Number: 456026, Location: 150' W OF IL RTE 47 (Lat: 42.129014, Lng: -88.433564), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 165 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CREEK, Facility Carried by Structure: JIM DHAMER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.747, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 31.7m (104.0ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2021
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Structure Number: 456028, Location: 0.7 MI W IL 47 (Lat: 42.153628, Lng: -88.445944), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,419 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CRK, Facility Carried by Structure: DELL WEBB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 456028, Location: 0.7 MI W IL 47 (Lat: 42.153628, Lng: -88.445944), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,419 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CRK, Facility Carried by Structure: DELL WEBB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 45603, Location: 0.3 MI W DEL WEBB (Lat: 42.139297, Lng: -88.454881), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CREEK, Facility Carried by Structure: SUN CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 23.5m (77.1ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 45603, Location: 0.3 MI W DEL WEBB (Lat: 42.139297, Lng: -88.454881), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,000 (year 2032), Design Load: HS 20, Features Intersected: EAKIN CREEK, Facility Carried by Structure: SUN CITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 23.5m (77.1ft)
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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 456033, Location: 0.2 MI S OF SUN CITY (Lat: 42.136483, Lng: -88.452278), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 560 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020
Structure Number: 456033, Location: 0.2 MI S OF SUN CITY (Lat: 42.136483, Lng: -88.452278), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 560 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE RIV, Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020
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Structure Number: 459902, Location: 1 MI E IL 47 (Lat: 42.113825, Lng: -88.415653), Route carried "on" structure: Interstate 90, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 62,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 82,899 (year 2038), Design Load: HS 25 or greater, Features Intersected: S BR KISHWAUKEE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.393, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.7 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: 53.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 459902, Location: 1 MI E IL 47 (Lat: 42.113825, Lng: -88.415653), Route carried "on" structure: Interstate 90, Year Built: 2014, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 62,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 82,899 (year 2038), Design Load: HS 25 or greater, Features Intersected: S BR KISHWAUKEE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.393, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.7 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: 53.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459933, Location: 1.5 Mi NW of IL 72 (Lat: 42.110389, Lng: -88.408561), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 766 (year 2032), Design Load: HS 25 or greater, Features Intersected: I90, Facility Carried by Structure: Powers Rd
Minimum Vertical Clearance: 0.28m (0.92ft), Kilometerpoint: 5.971, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.8 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 459933, Location: 1.5 Mi NW of IL 72 (Lat: 42.110389, Lng: -88.408561), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 766 (year 2032), Design Load: HS 25 or greater, Features Intersected: I90, Facility Carried by Structure: Powers Rd
Minimum Vertical Clearance: 0.28m (0.92ft), Kilometerpoint: 5.971, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.2m (138.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.8 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459964, Location: I90 1.5 M W of IL 47 (Lat: 42.130289, Lng: -88.457731), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 7.61m (24.97ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 25 or greater, Features Intersected: Interstate 90, Facility Carried by Structure: Sandwald Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.2 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 459964, Location: I90 1.5 M W of IL 47 (Lat: 42.130289, Lng: -88.457731), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 7.61m (24.97ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 574 (year 2032), Design Load: HS 25 or greater, Features Intersected: Interstate 90, Facility Carried by Structure: Sandwald Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.2 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: 30.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 459965, Location: I-90 2M W of ILL 47 (Lat: 42.132961, Lng: -88.468439), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-90, Facility Carried by Structure: Hennig Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 459965, Location: I-90 2M W of ILL 47 (Lat: 42.132961, Lng: -88.468439), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 25 or greater, Features Intersected: I-90, Facility Carried by Structure: Hennig Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 560085, Location: 2.3 M N of I-90 (Lat: 42.154925, Lng: -88.432239), Route carried "on" structure: State highway 47, Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 24,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 24,416 (year 2032), Features Intersected: S BR KISHWAUKEE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.735, 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: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 560085, Location: 2.3 M N of I-90 (Lat: 42.154925, Lng: -88.432239), Route carried "on" structure: State highway 47, Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 24,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 24,416 (year 2032), Features Intersected: S BR KISHWAUKEE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.735, 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: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
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Structure Number: 563018, Location: 0.1MI W COYNE STA RD (Lat: 42.168233, Lng: -88.453736), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 9,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,124 (year 2032), Design Load: HS 20, Features Intersected: S RBR. KISHWAUKEE, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 563018, Location: 0.1MI W COYNE STA RD (Lat: 42.168233, Lng: -88.453736), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 9,500 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,124 (year 2032), Design Load: HS 20, Features Intersected: S RBR. KISHWAUKEE, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 563114, Location: .3 MI NE HEMMINGSEN (Lat: 42.223178, Lng: -88.438178), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,012 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: NORTH UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 563114, Location: .3 MI NE HEMMINGSEN (Lat: 42.223178, Lng: -88.438178), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,012 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: NORTH UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 563125, Location: 1.1 MI SE OF SEEMANN (Lat: 42.213175, Lng: -88.474839), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 655 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE, Facility Carried by Structure: FROHLING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 563125, Location: 1.1 MI SE OF SEEMANN (Lat: 42.213175, Lng: -88.474839), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 655 (year 2032), Design Load: HS 20, Features Intersected: S BR KISHWAUKEE, Facility Carried by Structure: FROHLING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 563145, Location: 6.0 S OF WOODSTOCK (Lat: 42.227269, Lng: -88.456522), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 149 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: MENSCHING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 563145, Location: 6.0 S OF WOODSTOCK (Lat: 42.227269, Lng: -88.456522), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 149 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RIVER, Facility Carried by Structure: MENSCHING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 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: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 56321, Location: 0.3 N ADAMSON RD (Lat: 42.209039, Lng: -88.441906), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,012 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: SO UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $278,000
Structure Number: 56321, Location: 0.3 N ADAMSON RD (Lat: 42.209039, Lng: -88.441906), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,012 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: SO UNION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $19,000, Total Project Cost: $278,000
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Structure Number: 566008, Location: 0.3 MI W IL 47 (Lat: 42.199297, Lng: -88.428503), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,070 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB KISHWAUKEE RVR, Facility Carried by Structure: ACKMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 33.3m (109.3ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: 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: Better than 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 48 months, Inspection Date: August 2020
Structure Number: 566008, Location: 0.3 MI W IL 47 (Lat: 42.199297, Lng: -88.428503), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,070 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB KISHWAUKEE RVR, Facility Carried by Structure: ACKMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 33.3m (109.3ft)
Condition: Superstructure: Good, Substructure: Very good, Channel: 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: Better than 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 48 months, Inspection Date: August 2020
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Structure Number: 56601, Location: .5MI W OF IL 47 (Lat: 42.155764, Lng: -88.441789), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: S BRNCH KISHWKEE RVR, Facility Carried by Structure: KREUTZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56601, Location: .5MI W OF IL 47 (Lat: 42.155764, Lng: -88.441789), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 2,650 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 25 or greater, Features Intersected: S BRNCH KISHWKEE RVR, Facility Carried by Structure: KREUTZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 566012, Location: 0.1 MI W IL 47 (Lat: 42.193386, Lng: -88.424497), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 20, Features Intersected: TRIB KISHWAUKEE RIV, Facility Carried by Structure: TALAMORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 566012, Location: 0.1 MI W IL 47 (Lat: 42.193386, Lng: -88.424497), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2032), Design Load: HS 20, Features Intersected: TRIB KISHWAUKEE RIV, Facility Carried by Structure: TALAMORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
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Structure Number: 450236, Location: IL47 @ I90 (Lat: 42.122211, Lng: -88.432989), Route carried "under" structure: Interstate 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: I- 90 ADAMS TOLL, Facility Carried by Structure: IL 47
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 74.688, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 450236, Location: IL47 @ I90 (Lat: 42.122211, Lng: -88.432989), Route carried "under" structure: Interstate 90, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: I- 90 ADAMS TOLL, Facility Carried by Structure: IL 47
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 74.688, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 459933, Location: 1.5 Mi NW of IL 72 (Lat: 42.110389, Lng: -88.408561), Route carried "under" structure: Interstate 90, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 62,400 (year 2020), Truck Traffic: 16%, Features Intersected: I90, Facility Carried by Structure: Powers Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 77.069, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft)
Structure Number: 459933, Location: 1.5 Mi NW of IL 72 (Lat: 42.110389, Lng: -88.408561), Route carried "under" structure: Interstate 90, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 62,400 (year 2020), Truck Traffic: 16%, Features Intersected: I90, Facility Carried by Structure: Powers Rd
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 77.069, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.2m (138.5ft)
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Structure Number: 459964, Location: I90 1.5 M W of IL 47 (Lat: 42.130289, Lng: -88.457731), Route carried "under" structure: Interstate 90, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: Interstate 90, Facility Carried by Structure: Sandwald Road
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 72.402, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 459964, Location: I90 1.5 M W of IL 47 (Lat: 42.130289, Lng: -88.457731), Route carried "under" structure: Interstate 90, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: Interstate 90, Facility Carried by Structure: Sandwald Road
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 72.402, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 459965, Location: I-90 2M W of ILL 47 (Lat: 42.132961, Lng: -88.468439), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: I-90, Facility Carried by Structure: Hennig Road
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 71.469, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 459965, Location: I-90 2M W of ILL 47 (Lat: 42.132961, Lng: -88.468439), Route carried "under" structure: Interstate 90, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 48,300 (year 2020), Truck Traffic: 25%, Features Intersected: I-90, Facility Carried by Structure: Hennig Road
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 71.469, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)